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HomeMy WebLinkAboutDrainage Computations 09-20-02 Old Report o ~ I....:.J o ID 7260 SHADELAND STATION INDIANAPOLIS, INDIANA 46256-3957 (317) 547-5580 FAX (317) 543-0270 www.amercons.com ,D D JAMES A. WURSTER, PE, AlA, LS WILLIS R. CONNER, PE JAMES A. KOVACS, ES GREGORY L. HENNEKE, PE CHARLES P. UNTERREINER, PE, PS RANDAL J. SAGE, PE D MAX P. NEWKIRK, LS A. ROY SHURTLEFF, PE MICHAEL H. WENNING, PE CLINTON L. SPARKS, PE GORDON L. RICHARDSON, LS DAVID A. DAY, PE MICHAEL R. HOOPINGARNER, AlA MICHAEL M. JONES, AlA CYNTHIA L. FORT, PE JEFFREY A. CLAYTON, PI: ROBERT E. HmLE, ES MARLIN A. KNOWLES, JR., PE JAMES M. BREITINGER, PE MICHAEL J. KOYAK, PE FRED M. FACKENTHAL, AlA JAMES K. KEEFE, PE JOSEPH j. GUIDROZ III, AlA STEVEN R. BRUNS, PE ROBERT E. CREVISTON, JR., AlA EDWARD J. SWEETLAND, LS CASH E. CANFIELD, PE DONALD G. CORSON, PE ALEN FETAHAGIC, PE JAMIE L. POCZEKAY, PE MICHAEL B. CLINE, PE M. SEAN PORTER, PE PAUL A. ENDRIS II, RA WEBB BERNHARDT, PE MICHAEL S. HARKNESS, PE WILLIAM J. BOUCHER, PE CHRISTOPHER F. MURPHY, PE DALE T. (SKIP) FRANCIS, PE TROY A. MADLEM, PE GREGORY R. SUSEMICHEL, PE SABER ATMAR, PE PETER M. HODAPp PE KATHLEEN M. BERGER, RLA DAVID A. SMITH, AlA KEITH A. CORBAN, PE ROBERT S. BROWN, PE MICHAEL T. LATZ, PE MICHAEL J. PROBST, RLA THOMAS W. CANCILLA, RA RUSSELL L. BUECHE, RA ASVIN MANDADI, PE ANDREW D. RENTSCHLER, PE JENNIFER M. ALFORD, PE PAUL DENNY, PE D -D D D D o o o REGISTRATION INDIANA-OHIO KENTUCKY - MICHIGAN ILLINOIS - MISSOURI MARYLAND - ARKANSAS SOUTH DAKOTA - IOWA NEBRASKA - KANSAS TENNESSEE - WISCONSIN FLORIDA - WEST VIRGINIA GEORGIA - MISSISSIPPI PENNSYLVANIA -IDAHO VIRGINIA - MINNESOTA COLORADO - CALIFORNIA ARIZONA - WASHINGTON ALABAMA - NEW YORK NEW JERSEY - LOUISIANA CONNECTICUT - MASSACHUSmS SOUTH CAROLINA - TEXAS MAINE D fl U o OFFICES INDIANAPOLIS, IN COLUMBUS, OH SOUTH BEND, IN u o q :\emp\j Ip\020222 -002 .doc AMERICAN CONSULTING~ INC. Architects Consultants Engineers Drainage Computations Summary for Clarian Health Hospital North Site Hamilton County Carmel, Indiana PREPARED FOR: CLARIAN HEALTH INDIANAPOLIS, INDIANA 46268 PREPARED BY: AMERICAN CONSULTING, INC. 7260 SHADELAND STATION INDIANAPOLIS, INDIANA 46256 September 17th, 2002 Submitted by: Jamie L. Poczekay, PE Blaine J. Paul, EI Kathy Berger, RLA ARCHITECTURE STRUCTURAL CIVil ENVIRONMENTAL TRANSPORTATION PLANNING SURVEYING FORENSIC ENGINEERING 'D o o o o o o o o o o o o o o o o o o AMERICAN CONSULTING, INC. TABLE OF CONTENTS DRAINAGE COMPUTATIONS SUMMARY APPENDIX A SITE MAPS APPENDIX B EXISTING DRAINAGE INFORMATION & TR-20 OUTPUT FOR OFF-SITE POND APPENDIX C PROPOSED OFF-SITE DRAINAGE INFORMATION & TR20 OUTPUT IOlsT STREET STORM SEWER CALCULATIONS AND HGL COMPUTATIONS APPENDIX D ON-SITE STORM SEWER CALCULATIONS AND GRADING PLANS q :\emp\jlp\020222-002 .doc o D o o o o o o o o o o o o o o o o D AMERICAN CONSULTING, INC. Drainage Computations Summary Clarian Health Hospital Location: This project site is located south of Pennsylvania Parkway, west of College Avenue, north of Interstate 465, and east of the Wyndham Hotel in Hamilton County, Carmel, Indiana. The project is not within the 100-year flood zone as shown by the Flood Insurance Rate Map 180081 0012 C, effective May 19th, 1981. A copy of the site vicinity map, flood insurance rate map, and soils survey map is included in Appendix A. Project Description: The project will consist primarily of the construction of a 5-story hospital facility and medical office building and its' related parking areas. A basement level and 2-story underground parking garage will be incorporated into the facility. A central plant will be located on the eastern portion of the property to serve the facility. The relocation of multiple utility lines will take place, including water mains, sanitary sewer mains, and the installation of storm sewers and storm sewer trunk lines. A previous report has been submitted regarding the relocation of an on-site pond. This report contains information and calculations required to achieve the final build-out condition. The most notable portion of this design is the installation of approximately 2,150 feet of storm pipe down the centerline of 101 st Street. This storm sewer trunk line will convey flow from the hospital facility (approximately 26 acres) to an existing borrow pit pond located 2,150 feet to the east. As previously discussed in the report titled "Meridian Corporate Center -- Pond Relocation", the pond constructed at the southwestern corner of the Clarian site will serve the Wyndham Garden Hotel site and the Methodist Medical Building. Existing Drainage: As indicated, approximately 26.6 acres of area that currently drains to an existing on-site detention pond will be redirected to an off-site detention pond located 2,200 feet to the east. In this segment of the report, the existing drainage pattern for the off-site detention pond was reviewed. Currently, 44 acres drains directly into the off-site pond. This drainage occurs via overland flow. The off-site pond is isolated, and no other drainage area enters into it. A TR-20 model was put together to model the existing condition of the pond facility. The water level, pond area, and weir-type outflow structure was collected from Hamilton County mapping and a topographic survey. Page 1 q: \em p \j I P \020222 c002. doc o D o o o o o o D D D o D o o o o o D AMERICAN CONSULTING, INC. Table 1 presents the modeled peak discharges exiting the pond via the overland weir located at the mid- eastern portion of the off-site pond. - routed through off-site ond Storm Duration 2-hour 2-hour 2-hour Peak Dischar e 13.55 cfs 25.36 cfs 40.91 cfs The peak discharges presented above will be used as a basis for design when the additional runoff from the hospital facility is directed to this off-site pond. A comparison will be made for each storm event. For instance, the peak discharge for the future developed 2-year storm will not exceed the peak discharge for the existing 2-year storm. This condition needs to be viewed differently than normal detention requirements due to the following reasons. The 26.6 acres being directed to this pond is from a different watershed, and the ultimate peak discharges from this pond will remain unchanged, thereby creating detention of the hospital peak discharges without affecting the downstream conditions of the off-site pond. Existing condition calculations for the off-site pond can be located in Appendix B. Proposed Condition: On-site storm sewers have been designed to carry a 10-year storm. These pipes will connect to two storm sewer trunk lines that both run in a west-east direction. The first lies along the northern property line of the site and parallels Pennsylvania Parkway, and the second lies along the southern end of the site and parallels the ring road. These trunk lines meet near the eastern portion of the property and connect into a trunk line designed to run down the middle of 101 st Street to the off-site pond. The TR-20 model was revised to reflect the proposed developed area added from the Clarian site. In addition to the proposed Clarian project, proposed surface runoff values were added for proposed development along the pond perimeter. This was completed to review a higher impact development rate that is planned in the future. The outlet has been modified in the model to maintain the discharges as discussed above. Page 2 q:\emp\j Ip\020222-002 .doc o D o o o o D o o o o o o o o o D o o AMERICAN CONSULTING, INC. Table 2 presents the proposed developed peak discharges from the existing off-site pond. Table 2: Pro Storm Duration 2-hour 2-hour 2-hour Peak Dischar e 17.09 cfs 27.37 cfs 40.89 cfs Proposed off-site pond calculations, storm sewer calculations, and hydraulic grade-line computations for the 101 St Street trunk line have been included in Appendix C. On-site grading plans and on-site storm sewer calculations are located in Appendix D. Conel us ions: No adverse impacts are anticipated as a result ofthis design. Page 3 q :\emp\jlp\020222-002.doc o o o o o o o o o o o o o o o o D o D APPENDIX A SITE MAPS ~~ '".~:~;~ 'S\-r~ Loc.Ai\oJ mAp ~ CITY OF CARMEL, IND IAN A HAMILTON COUNTY z <l: o a: w ~ ~I^N !N.OIQl+ (. /' ! 5lre. /1'/1 / I COMMUNITY.PANEl NUMBER 180081 0012 C EFFECTIVE DATE: MAY 19, 1981 federal emergency manage~ent 8.gency federal insurance administration NATIONAL FLOOO INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP CITY OF CARMEL, IND IAN A HAMILTON COUNTY COMMUNITY.PANEl NUMBER 180081 0013 C EFFECTIVE DATE: MAY 19. 1981 EXTRATERRITORIAL LIMITS federal emergency management agency federal insurance administration ~-- x (1-;2.0D / t , x x x o D o o o o o o o o o o o o o o o o o APPENDIX 8 EXISTING OFF-SITE DRAINAGE INFORMATION & TR-20 OUTPUT D o o o o o o o o o o D o o D o D D o D.2 \Vorksheet 2: Runoff curve number and runoff Project CJQn6.n rJ()V-~ o\~ \ \-c:..? C)Y\ & ~ o..-K ~-eoi Ct/1/02- By~ Date Checked Date Location Circle one: ~~ Developed 1. Runoff curve number (CN) Soil name Cover description CNJ..! Area Product and of hydrologic (cover type, treatment, and '" C~ x area hydrologic condition; I M -:: Oacre.s group N I I percent impervious; N N Omi2 Q) unconnected/connected impervious M 0 0 0% .0 eo eo (appendix A) area ratio) ell 0'" o~ E-< ~ ~ c... '/~ k (2..e~\c\-(V)t\C~t <6l <61 c. ~Vl)~ \A( \0 c.., ~\II S,C)D-C-e- ~ocd 14 .- '\ \ \ U c.:{b~'o--l \~ ~ \J~ Cleft. -R C':;::.\ clen.t\ cJ l2 ~ ~lo () 0 Wccc>- ~- P-cA \ V' ~o. ~L 2S'LO y",l Ct\{. ~ vJoJ--c I{ \CD lB 6::- - 11 Use only one CN source per line. Totals .. '12- itlA 00 , VlO\ \"'eluded "\ V1 C 1--.1 Cc'\..\ c..."'o CN (weighted) .. total product .. lt~t.2 lJp.lo total area . -j 12 Ilo1-( Use CN .. 2. Runoff Storm (J2 Storm (J3 Storm ill Frequency.............................. yr Rainfall, P (24-hour) .................. in Runoff, Q .............................. in (Use P and CN with table 2-1, fig. 2-1, or eqs. 2-3 and 2-4.) \..,- (210.VI.TR.55, Second Ed., June 1986) SHEET NUMBER 56 o o D'1:\;:';" ........ . !:::::'~::;:" D o Worksheet 3: Time of concentration (T c) or travel time (T t) Project Clc\.rl a~ Nur~ By~ Location ~ Sol k '?G"'<I cl WCl-\-c. r-S\r)ro\ Checked Circle Circle Date ql,!.s? L Date -...... '.~'-. ::~~~ ~::~:~-:Ub.r.. Space for as many as two segments per flow type can be used worksheet. Include a map, scheulatic, or description of flow segments. NOTES: o D D o Sheet flow (Applicable to Tc only) ..-LSegment ID 5huy T <: 1. Surface description (table 3-1) tlffi\(\\-.~~t...':::'';'';' 2. Manning's roughness coeff., n (table 3~1) .. 3. Flow length, L (total L ~ 300 ft) .......... ft 4. Two-yr 24-hr rainfall, P2 .................. Land slope, s C.9~?:-. ~~9)!. \ ~ ~ . . . . . . T = 0.007 (nL)O.8 t P 0.5 0.4 2 s ft/ft 5. 6. Compute Tt ...... 0",,,,,, ..,.,....." ,i:.~\?! Shallow concentrated flow Segment ID 7. . Surface description (paved or unpaved) ...... o o D o o o o D o 8. Flow length, L ..... 'G'~O: ./i477......... ft 9. Watercourse slope, s C~l-A .-~X)I........ ft/ft 10. Average velocity, V (figure 3-1) ........... ft/s L 11. Tt = 3600 V Compute Tt ...... Channel flow Segment ID ft2 12. Cross sectional flow area, a 13. Wetted perimeter, Pw ....................... a Hydraulic radius, r = -- Compute r ....... Channel slope, s .~~~~\>)/.~~..... ft/ft 14. 15. 16. Manning's roughness coeff., n .............. V = 1.49 r2/3 sl/2 17. n Compute V ....... ft/s Flow length, L L Tt = 3600 V 18. 19. ...... ............... ........ Compute Tt 20. Watershed or subarea Tc or Tt (add Tt in steps 6,11, and 19) ........ (210-VI-TR-55, Second Ed., June 1986) for each in I I~ \40 3. D .0\4 .2S 1+1 hr hr u~ ur--\. 9Sb ?t::,-o ,0D\o .0\, \ .2- '5 2. \ ,2-\ 1+1 .oS ft ft ft '2.S0 ID2-I+T hr =1.2.'-5""1 =~ = [ill hr~ <01 vT1\Y\U-\e ~ D-3 ~'- Trapezoidal Ditch ~-"---_oo_--------- _____ . . \lob No.: ~esc.: I [t Desion Parameters ] ~Iope fslope o Q):1 ~r ] Dopth:P r j qJ on D~:::: ~ ~ ] ~oughness: ~ (n) j ~=l:;~~_.~___ II 1 !By:--- ~amie Poczekay ~ate: ~9-07-2002 - Flow Characteristics 3.00001 r ,.324'1 rt 0.4'l431!ft 9. 101 ~sec- ,.26981 jMGD-- 3.231 rUsec rOW-Area:------ I ret Perim.: I ~Yd. Rad.: I fap3citY (Q):- I I ~elocity (v): I IW I U o o u o o D D D o o u u u u u u u u u u u u u u u u u U D ex-offsite outlet Existing Condition - Offsite Pond Outlet Capacity Weir Flow Calculations Invert of weir = 810.00 ft E;[e\f1;lt!c>n;...(ft)' ,> .,.....;.h;; (ft)......... ......,. I:....... Q(cfs)d" . . . ";.,: '. ",::" ::..:i:':~; 810.00 0.00 0.00 811.00 1.00 90.00 812.00 2.00 254.56 Q = CLH3/2 C = 3 L = 30.0 ft Stage Storage Calculations ',!';~EI.eyatiOlJi(ft)""" .. A~ea.(acres); ,:A,ve;Area;.(apres): :.i;~Depth':(ftr'" ;Vol u llle , (acre;.ft) .. ~Volt(acr~;,ftl ,: 1,-:" -',L ;.n .."''-:' ." 8 1 0.0 1 1 .84 0 1 1 .96 1 .00 1 1 .96 8 1 1 .00 1 2.07 1 1 .96 Page 1 r:= C=~ ~ ~ r=: a=: ~ L~ CJ r=J 1 ******************80-80 LIST OF INPUT DATA FOR TR-20 HYDROLOGY.................. JOB TR-20 SUMMARY NOPLOTS TITLE CLARIAN NORTH - offsite pond cales without Clarian TITLE 02222off.t20, 09/07/02, 2- 10- & 100- YEAR STORMS 5 RAINFL 7 .05 8 O. .1 .20 .304 .408 8 .479 .55 .587 .625 .656 HUFF1 8 .688 .727 .767 .799 .831 8 .864 .897 .923 .95 .975 8 1. 1. 1. 1. 1. 9 ENDTBL 5 RAINFL 8 .05 8 O. .033 .065 .123 .181 8 .26 .359 .447 .529 .61 HUFF2 8 .679 .725 .765 .802 .838 8 .872 .907 .933 .959 .979 8 1. 1. 1. 1. 1. 9 ENDTBL 5 RAINFL 9 .05 8 O. .026 .053 .084 .116 8 .143 .171 .207 .242 .31 HUFF3 8 .378 .481 .583 .682 .78 8 .834 .887 .92 .953 .976 8 1. 1. 1. 1. 1. 9 ENDTBL 3 STRUCT 10 8 810. O. O. 8 811. 90. 11.90 9' ENDTBL 6 RUNOFF 1 001 1 0.05 90. 0.53 1 1 0 1 0 1 6 RUNOFF 1 002 2 0.01875 99. 0.02 1 1 0 1 0 1 6 ADDHYD 4 003 1 2 3 6 RESVOR 2 10 3 4 810.0 ENDATA 7 INCREM 6 0.10 ENDCMP 1 7 COMPUT 7 001 10 0.00 1.96 1. 8 2 1 10 ENDCMP 1 7 COMPUT 7 001 10 0.00 2.40 2. 8 2 2 10 ENDCMP 1 7 COMPUT 7 001 10 0.00 2.65 3. 8 2 3 10 ENDCMP 1 7 COMPUT 7 001 10 0.00 3.12 6. 8 2 6 10 ENDCMP 1 7 COMPUT 7 001 10 0.00 3.60 12. 8 2 12 10 ENDCMP 1 7 COMPUT 7 001 10 0.00 4.08 24. 8 2 24 10 1 ......................80-80 LIST OF INPUT DATA (CONTINUED)...................... ENDCMP 1 ~ CJ E=:J t=1 r:=J ~ E::J E::J t=J -- ----~- ----_._~.~--, -------- r:::= -=:=1 ~. t==' ~ CJ a:=J ~ r=;] .::=J c- ~ CJ CJ r=:J c:J CJ I J t=:J 7 COM PUT 7 001 10 0.00 2.88 1. 8 2 1 99 ENDCMP 1 7 COMPUT 7 001 10 0.00 3.50 2. 8 2 2 99 ENDCMP 1 7 COM PUT 7 001 10 0.00 3.87 3. 8 2 3 99 ENDCMP 1 7 COM PUT 7 001 10 0.00 4.50 6. 8 2 6 99 ENDCMP 1 7 COMPUT 7 001 10 0.00 5.16 12. 8 2 12 99 ENDCMP 1 7 COMPUT 7 001 10 0.00 6.00 24. 8 2 24 99 ENDCMP 1 7 COMPUT 7 001 10 0.00 1.25 1. 8 2 1 2 ENDCMP 1 7 COMPUT 7 001 10 0.00 1.52 2. 8 2 2 2 ENDCMP 1 7 COMPUT 7 001 10 0.00 1.68 3. 8 2 3 2 ENDCMP 1 7 COMPUT 7 001 10 0.00 1. 98 6. 8 2 6 2 ENDCMP 1 7 COM PUT 7 001 10 0.00 2.40 12. 8 2 12 2 ENDCMP 1 7 COMPUT 7 001 10 0.00 2.64 24. 8 2 24 2 ENDJOB 2 Q*******************************END OF 80-80 LIST******************************** EXECUTIVE CONTROL OPERATION INCREM RECORD ID + MAIN TIME INCREl'1ENT .10 HOURS EXECUTIVE CONTROL OPERATION ENDCMP RECORD In + COMPUTATIONS COMPLETED FOR PASS 1 EXECUTIVE CONTROL OPERATION COMPUT RECORD ID + + FROM XSECTION 1 STARTING TIME = .00 ALTERNATE NO.= 1 TO STRUCTURE 10 RAIN DEPTH 1.96 RAIN DURATION= 1.00 RAIN TABLE NO.= 8 STORM NO.=10 MAIN TIME INCREMENT = .10 HOURS ANT. MOIST. COND= 2 OPERATION RUNOFF CROSS SECTION 1 PEAK TIME (HRS) .83 PEAK DISCHARGE (CFS) 43.29 PEAK ELEVATION(FEET) (RUNOFF) TIME (HRS) .00 1. 00 2.00 FIRST HYDROGRAPH POINT .00 .00 39.08 34.68 .89 .53 .00 HOURS .06 28.66 .31 TIME INCREMENT = .10 6.34 16.96 14.49 9.22 .09 .04 HOURS 29.76 5.78 .01 DRAINAGE AREA = 39.42 43.09 3.66 2.31 .00 .05 SQ.MI. 42.19 1.45 DISCHG DISCHG DISCHG 1.26 21.34 .17 RUNOFF VOLUME ABOVE BASEFLOW 1.06 WATERSHED INCHES, 34.18 CFS-HRS, 2.82 ACRE-FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 2 E=:J r::=J l::='! CJ r.:=:J t=J E:J t=::J r:=J E=:J CJ CJ r=J PEAK TIME(HRS) .32 PEAK DISCHARGE (CFS) 46.67 PEAK ELEVATION(FEET) (RUNOFF) TIME (HRS) .00 1. 00 FIRST HYDROGRAPH POINT DISCHG .00 10.78 DISCHG 9.92 .00 HOURS TIME INCREMENT = .10 HOURS 25.72 45.93 38.53 32.51 18.89 DRAINAGE AREA = 17.00 16.53 RUNOFF VOLUME ABOVE BASEFLOW 1.88 WATERSHED INCHES, 22.78 CFS-HRS, 1.88 ACRE-FEET; BASEFLOW EXECUTIVE CONTROL OPERATION ENDCMP + COMPUTATIONS COMPLETED FOR PASS 2 EXECUTIVE CONTROL OPERATION COMPUT + + FROM XSECTION 1 ANT. MOIST. COND= 2 TO STRUCTURE 10 2.40 RAIN DURATION= 2.00 RAIN TABLE NO.= 8 MAIN TIME INCREMENT = .10 HOURS STARTING TIME = ALTERNATE NO.= 2 .00 RAIN DEPTH = STORM NO.=10 1 TR20 XEQ 09-12-02 20:29 REV PC 09/83 (.2) CLARIAN NORTH - offsite pond calcs without Clarian 02222off.t20, 09/07/02, 2- 10- & 100- YEAR STORMS OPERATION RUNOFF CROSS SECTION 1 PEAK TIME (HRS) 1.17 PEAK DISCHARGE (CFS) 38.47 PEAK ELEVATION(FEET) (RUNOFF) a::=J CJ .02 SQ .MI. 12.28 .00 CFS RECORD ID RECORD ID JOB 1 TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .05 SQ.MI. .00 DISCHG .00 .00 .00 .05 .47 2.03 6.08 12.60 20.72 28.42 1. 00 DISCHG 34.43 37.77 38.37 36.25 33.13 30.06 27.69 25.85 24.15 22.30 2.00 DISCHG 20.29 17.95 14.90 11.16 7.59 4.85 3.01 1.88 1.18 .72 3.00 DISCHG .45 .27 .16 .09 .05 .02 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW 1.44 WATERSHED INCHES, 46.48 CFS-HRS, 3.84 ACRE-FEET; BASEFLOW OPERATION RUNOFF CROSS SECTION 2 PEAK TIME(HRS) .62 1. 56 1. 75 PEAK DISCHARGE(CFS) 28.48 10.37 7.75 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) (RUNOFF) TIME (HRS) .00 1.00 2.00 FIRST HYDROGRAPH POINT .00 5.05 19.95 13.30 6.08 .00 HOURS 7.40 15.45 11.57 10.71 TIME INCREMENT = .10 HOURS 16.12 22.43 28.37 10.42 9.84 10.13 DRAINAGE AREA = 25.32 23.65 7.53 7.53 DISCHG DISCHG DISCHG RUNOFF VOLUME ABOVE BASEFLOW 2.29 WATERSHED INCHES, 27.72 CFS-HRS, 2.29 ACRE-FEET; BASEFLOW .00 CFS .02 SQ.MI. 23.39 5.79 .00 CFS CJ PASS 3 PAGE 1 r:=J t:=J ~ c=J CJ t=:J E:J EXECUTIVE CONTROL OPERATION ENDCMP + EXECUTIVE CONTROL OPERATION COMPUT + + STARTING TIME = .00 ALTERNATE NO.= 3 CJ a::::::J CJ CJ r==J r=J r::=:J r::=J CJ COMPUTATIONS COMPLETED FOR PASS 3 FROM XSECTION 1 TO STRUCTURE 10 RAIN DEPTH = 2.65 RAIN DURATION= 3.00 RAIN TABLE NO.= 8 STORM NO.=10 MAIN TIME INCREMENT = .10 HOURS r:=J r:=J RECORD ID RECORD ID ANT. MOIST. COND= 2 OPERATION RUNOFF CROSS SECTION 1 PEAK TIME(HRS) 1. 56 TIME (HRS) .00 1. 00 PEAK DISCHARGE (CFS) 32.79 PEAK ELEVATION(FEET) (RUNOFF) FIRST HYDROGRAPH POINT DISCHG .00 .00 DISCHG 15.70 21.07 DRAINAGE AREA = 2.80 5.91 31.56 29.15 1 TR20 XEQ 09-12-02 20:29 REV PC 09/83(.2) 2.00 3.00 4.00 DISCHG DISCHG DISCHG 23.88 13.02 .31 RUNOFF VOLUME ABOVE BASEFLOW .00 HOURS .00 .00 25.61 28.84 TIME INCREMENT = .10 HOURS .02 .23 1.06 31.13 32.51 32.71 CLARIAN NORTH - off site pond cales without Clarian 02222off.t20, 09/07/02, 2- 10- & 100- YEAR STORMS 21. 92 11.84 .19 20.48 10.03 .11 19.43 7.66 .07 18.66 5.28 .04 18.04 3.38 .02 17.28 2.08 .01 16.28 1.32 .00 15.21 .82 1.66 WATERSHED INCHES, 53.70 CFS-HRS, 4.44 ACRE-FEET; BASEFLOW OPERATION RUNOFF CROSS SECTION 2 PEAK TIME (HRS) .85 1.16 2.35 2.56 PEAK DISCHARGE (CFS) 21.17 17.45 7.70 5.55 PEAK. ELEVATION (FEET) (RUNOFF) (RUNOFF) (RUNOFF) (RUNOFF) .05 SQ.MI. 10.34 26.39 JOB 1 14.09 .51 .00 CFS TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .02 SQ.MI. .00 DISCHG .00 2.76 4.85 5.68 11.29 11.74 11. 96 16.50 20.81 20.92 1. 00 DISCHG 18.65 17.42 17.43 17.23 14.70 14.68 9.80 8.53 8.52 7.89 2.00 DISCHG 7.67 7.67 7.25 7.46 7.46 5.54 5.55 5.54 4.27 4.48 3.00 DISCHG 4.48 RUNOFF VOLUME ABOVE BASEFLOW EXECUTIVE CONTROL OPERATION ENDCMP + 2.54 WATERSHED INCHES, 30.70 CFS-HRS, 2.54 ACRE-FEET; BASEFLOW COMPUTATIONS COMPLETED FOR PASS 4 .00 CFS RECORD ID EJ PASS 4 PAGE 2 CJ t::=J ~ r:=J EJ EJ t::=J EJ a:=J t=::J t::=J Cl CJ CJ r=J CJ r=J CJ EXECUTIVE CONTROL OPERATION COM PUT RECORD 10 + + FROM XSECTION 1 TO STRUCTURE 10 RAIN DEPTH = 3.12 RAIN DURATION= 6.00 RAIN TABLE NO. = 8 STORM NO.=10 MAIN TIME INCREMENT = .10 HOURS ANT. MOIST. COND= 2 STARTING TIME = .00 ALTERNATE NO.= 6 OPERATION RUNOFF CROSS SECTION 1 PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 2.80 21. 94 (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .05 SQ.MI. .00 DISCHG .00 .00 .00 .00 .00 .00 .00 .01 .12 .46 1. 00 DISCHG 1.12 2.09 3.22 4.52 6.04 7.86 9.87 12.10 14.47 16.70 2.00 DISCHG 18.44 19.62 20.39 20.87 21.18 21.40 21.61 21. 82 21.94 21. 81 3.00 DISCHG 21. 36 20.68 19.55 18.08 16.57 15.23 14.14 13.33 12.67 12.15 4.00 DISCHG 11.76 11.45 11.24 11. 07 10.90 10.74 10.60 10.53 10.53 10.46 5.00 DISCHG 10.20 9.71 9.17 8.72 8.44 8.21 7.89 7.49 7.08 6.79 6.00 DISCHG 6.62 6.33 5.59 4.33 3.00 1.88 1.18 .74 .46 .29 7.00 DISCHG .18 .11 .07 .04 .02 .01 .00 1 TR20 XEQ 09-12-02 20:29 REV PC 09/83 (.2) CLARIAN NORTH - offsite pond cales without Clarian 02222off.t20, 09/07/02, 2- 10- & 100- YEAR STORMS JOB 1 RUNOFF VOLUME ABOVE BASEFLOW 2.09 WATERSHED INCHES, 67.53. CFS-HRS, 5.58 ACRE-FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 2 PEAK TIME(HRS) 1. 75 2.60 2.95 4.68 PEAK DISCHARGE (CFS) 12.52 10.16 9.02 4.40 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) (RUNOFF) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .02 SQ.MI. .00 DISCHG .00 .62 2.10 2.82 3.11 3.34 3.49 6.63 6.81 6.93 1. 00 DISCHG 7.01 7.07 7.11 9.73 9.77 9.81 12.32 12.34 12.36 11.00 2.00 DISCHG 11.00 11. 01 10.27 10.27 10.28 10.15 10.16 10.15 8.65 8.66 3.00 DISCHG 8.66 5.77 5.77 5.77 5.02 5.02 5.02 4.64 4.65 4.64 4.00 OISCHG 4.52 4.52 4.52 4.27 4.27 4.27 4.40 4.40 4.39 3.27 5.00 DISCHG 3.27 3.27 3.27 3.27 3.26 2.51 2.51 2.51 2.64 2.64 6.00 DISCHG 2.64 RUNOFF VOLUME ABOVE BASEFLOW 3.00 WATERSHED INCHES, 36.30 CFS-HRS, 3.00 ACRE-FEET; BASE FLOW .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP RECORD In + COMPUTATIONS COMPLETED FOR PASS 5 CJ PASS PAGE CJ 5 3 r=J r:=l t=J a=J r:=:=J a=J LJ .E:J EJ r=:J r:=J t=J a=J Cl -=:=J L-:J E:J EXECUTIVE CONTROL OPERATION COMPUT RECORD ID + + FROM XSECTION 1 TO STRUCTURE 10 RAIN DEPTH = 3.60 RAIN DURATION= 12.00 RAIN TABLE NO.= B STORM NO.=10 MAIN TIME INCREMENT = .10 HOURS ANT. MOIST. COND= 2 STARTING TIME = .00 ALTERNATE NO.=12 OPERATION RUNOFF CROSS SECTION 1 PEAK TIME (HRS) 5.44 9.5B 11.95 PEAK DISCHARGE (CFS) 13.36 6.23 3.79 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .05 SQ.MI. 1. 00 DISCHG .00 .00 .00 .02 .10 .30 .62 1.02 1.48 1.94 2.00 DISCHG 2.40 2.B4 3.25 3.65 4.02 4.43 4.99 5.71 6.4B 7.20 3.00 DISCHG 7.79 B.37 9.10 9.97 10.B7 11. 67 12.32 12.79 13 .05 13.11 4.00 DISCHG 13.10 13.10 13.16 13.22 13.24 13.1B 13.12 13.0B 13.09 13.13 5.00 DISCHG 13.17 13.21 13.26 13.30 13.36 13.35 13.19 12.B7 12.51 12.23 6.00 DISCHG 12.05 11.B2 11.34 10.57 9.75 9.0B B.66 B.37 B.10 7.B1 7.00 DISCHG 7.54 7.34 7.20 7.11 7.01 6.BB 6.76 6.67 6.61 6.57 1 TR20 XEQ 09-12-02 20:29 REV PC 09/B3(.2) CLARIAN NORTH - offsite pond cales without C1arian 02222off.t20, 09/07/02, 2- 10- & 100- YEAR STORMS JOB 1 B.OO 9.00 10.00 11.00 12.00 13 .00 DISCHG DISCHG DISCHG DISCHG DISCHG DISCHG 6.54 6.12 5.41 4.54 3.7B .10 6.49 6.11 5.14 4.33 3.66 .07 6.45 6.12 4.97 4.11 3.23 .04 6.43 6.15 4.B6 3.93 2.52 .02 6.41 6.39 6.35 6.28 6.21 6.1B 6.21 6.23 6.19 6.02 4.79 4.75 4.73 4.71 4.70 3.B2 3.75 3.72 3.73 3.75 1. 75 1.10 .69 .44 .27 .01 .01 .00 B1. 94 CFS-HRS, 6.77 ACRE-FEET; BASEFLOW 6.15 5.73 4.66 3.77 .17 RUNOFF VOLUME ABOVE BASEFLOW 2.54 WATERSHED INCHES, .00 CFS OPERATION RUNOFF CROSS SECTION 2 PEAK TIME (HRS) 5.B7 3.60 PEAK DISCHARGE (CFS) 5.00 7.14 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .02 SQ.MI. .00 DISCHG .00 .00 .62 1.09 1.40 1.61 1. 76 1. B1 1. B9 1.95 1. 00 DISCHG 2.00 2.04 2.0B 3.B4 3.91 3.96 3.99 4.02 4.05 4.07 2.00 DISCHG 4.08 4.10 4.11 4.12 4.13 5.63 5.64 5.65 5.66 5.67 3.00 DISCHG 5.67 7.12 7.12 7.13 7.13 7.14 7.14 6.35 6.35 6.36 4.00 DISCHG 6.36 6.36 6.36 5.93 5.93 5.93 5.93 5.93 5.93 5.86 5.00 DISCHG 5.86 5.86 5.86 5.86 5.86 5.00 5.00 5.00 5.00 5.00 6.00 DISCHG 5.00 3.33 3.33 3.33 3.33 3.33 3.33 2.90 2.90 2.90 7.00 DISCHG 2.90 2.90 2.90 2.68 2.68 2.68 2.68 2.68 2.68 2.61 B.OO DISCHG 2.61 2.61 2.61 2.61 2.61 2.46 2.46 2.46 2.46 2.46 9.00 DISCHG 2.46 2.54 2.54 2.54 2.54 2.54 2.54 1. 88 1.88 1. 88 10.00 DISCHG 1. 88 1.8B 1.88 1.88 1.88 1. 8B 1. 88 1. 88 1. 88 1.45 CJ PASS 6 PAGE 4 LJ t=J CJ CJ r::=J E::J CJ CJ t=:J CJ t=J CJ E::J CJ t:=J r:::=J a=J t:=J 11.00 12.00 DISCHG DISCHG 1.45 1.52 1.45 1.45 1.45 1.45 1. 52 1.52 1.52 1.52 1.52 RUNOFF VOLUME ABOVE BASEFLOW 3.48 WATERSHED INCHES, 42.08 CFS-HRS, 3.48 ACRE-FEET; BASEFLOW .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP RECORD ID + COMPUTATIONS COMPLETED FOR PASS 6 EXECUTIVE CONTROL OPERATION COMPUT RECORD ID + + FROM XSECTION 1 TO STRUCTURE 10 RAIN DEPTH = 4.08 RAIN DURATION= 24.00 RAIN TABLE NO.= 8 STORM NO. =10 MAIN TIME INCREMENT '" .10 HOURS ANT. MOIST. COND= 2 STARTING TIME = .00 ALTERNATE NO.=24 OPERATION RUNOFF CROSS SECTION 1 1 L:::J CJ TR20 XEQ 09-12-02 20:29 CLARIAN NORTH - offsite pond cales without Clarian JOB 1 PASS 7 REV PC 09/83(.2) 02222off.t20, 09/07/02, 2- 10- & 100- YEAR STORMS PAGE 5 PEAK TIME(HRS) PEAK DISCHARGE (CFS) PEAK ELEVATION(FEET) 10.79 7.85 (RUNOFF) 23.87 2.18 (RUNOFF) 7.30 8.14 (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA '" . 05 SQ.MI. 2.00 DISCHG .00 .00 .01 .02 .05 .10 .18 .31 .47 .64 3.00 DISCHG .81 .98 1.15 1.31 1.46 1.61 1. 75 1. 89 2.02 2.14 4.00 DISCHG 2.26 2.38 2.48 2.59 2.69 2.79 2.88 2.97 3.06 3.19 5.00 DISCHG 3.41 3.73 4.08 4.40 4.64 4.83 4.99 5.13 5.25 5.36 6.00 DISCHG 5.47 5.62 5.87 6.25 6.65 7.01 7.27 7.47 7.63 7.77 7.00 DISCHG 7.89 7.99 8.09 8.14 8.12 8.02 7.89 7.79 7.75 7.74 8.00 DISCHG 7.75 7.77 7.80 7.84 7.87 7.89 7.86 7.80 7.72 7.66 9.00 DISCHG 7.63 7.62 7.63 7.64 7.66 7.68 7.70 7.72 7.73 7.73 10.00 DISCHG 7.74 7.74 7.75 7.77 7.78 7.80 7.81 7.83 7.85 7.82 11.00 DISCHG 7.71 7.50 7.28 7.09 6.98 6.91 6.87 6.85 6.84 6.84 12.00 DISCHG 6.83 6.76 6.51 6.08 5.62 5.24 5.00 4.85 4.75 4.70 13 .00 DISCHG 4.66 4.64 4.63 4.60 4.53 4.42 4.30 4.20 4.13 4.09 14 .00 DISCHG 4.07 4.06 4.05 4.05 4.04 4.03 4.00 3.94 3.88 3.83 15.00 DISCHG 3.80 3.78 3.77 3.77 3.76 3.76 3.76 3.76 3.75 3.73 16.00 DISCHG 3.71 '3.70 3.69 3.68 3.68 3.68 3.68 3.68 3.68 3.67 17.00 DISCHG 3.65 3.61 3.57 3.54 3.52 3.51 3.50 3.49 3.49 3.49 18.00 DISCHG 3.49 3.50 3.51 3.53 3.55 3.57 3.58 3.59 3.59 3.60 19.00 DISCHG 3.60 3.60 3.60 3.57 3.47 3.30 3.11 2.95 2.85 2.79 20.00 DISCHG 2.75 2.73 2.71 2.70 2.70 2.69 2.69 2.69 2.69 2.69 21.00 DISCHG 2.69 2.69 2.69 2.69 2.69 2.69 2.69 2.67 2.60 2.49 22.00 DISCHG 2.36 2.26 2.19 2.15 2.12 2.10 2.09 2.09 2.08 2.09 23.00 DISCHG 2.10 2.11 2.14 2.15 2.16 2.17 2.18 2.18 2.18 2.18 24.00 DISCHG 2.18 2.11 1.86 1.45 1. 01 .64 .40 .25 .16 .10 25.00 DISCHG .06 .04 .02 .01 .01 .00 E:J t=J l::=J r=J t=J CJ r=J CJ CJ r=J CJ CJ CJ r=J CJ L:J CJ RUNOFF VOLUME ABOVE BASEFLOW 2.99 WATERSHED INCHES, 96.56 CFS-HRS, 7.98 ACRE-FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 2 *** WARNING-NO PEAK FOUND, MAXIMUM DISCHARGE .86 CFS. PEAK TIME(HRS) 23.90 7.20 . PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) PEAK DISCHARGE (CFS) .86 4.05 TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .02 SQ.MI. .00 DISCHG .00 .00 .02 .27 .45 .60 .71 .80 .87 .93 1. 00 DISCHG .98 1. 02 1. 05 1.05 1.07 1.09 1.11 1.13 1.14 1.16 2.00 DISCHG 1.17 1.18 1.19 1.19 1.20 2.20 2.22 2.23 2.25 2.26 3.00 DISCHG 2.27 2.28 2.29 2.29 2.30 2.31 2.31 2.32 2.32 2.32 4.00 DISCHG 2.33 2.33 2.33 2.34 2.34 2.34 2.34 2.35 2.35 3.20 1 CJ CJ TR20 XEQ 09-12-02 20:29 CLARIAN NORTH - off site pond cales without Clarian JOB 1 PASS 7 REV PC 09/83(.2) 02222off.t20, 09/07/02, 2- 10- & 100- YEAR STORMS PAGE 6 5.00 DISCHG 3.20 3.21 3.21 3.21 3.21 3.21 3.22 3.22 3.22 3.22 6.00 DISCHG 3.22 4.04 4.04 4.04 4.04 4.04 4.05 4.05 4.05 4.05 7.00 DISCHG 4.05 4.05 4.05 3.60 3.60 3.60 3.60 3.60 3.60 3.61 8.00 DISCHG 3.61 3.61 3.61 3.61 3.61 3.36 3.36 3.36 3.36 3.36 9.00 DISCHG 3.36 3.36 3.36 3.36 3.36 3.36 3.36 3.32 3.32 3.32 10.00 DISCHG 3.32 3.32 3.32 3.32 3.32 3.32 3.32 3.32 3.32 2.83 11.00 DISCHG 2.83 2.83 2.83 2.83 2.83 2.83 2.83 ~.83 2.83 2.83 12.00 DISCHG 2.83 1.89 1.89 1.89 1.89 1.89 1. 89 1.89 1. 89 1. 89 13 .00 nISCHG 1.89 1.89 1.89 1.64 1.64 1.64 1.64 1.64 1.64 1.64 14.00 DISCHG 1.64 1.64 1.64 1.64 1.64 1.52 1.52 1.52 1.52 1.52 15.00 nISCHG 1.52 1.52 1.52 1.52 1.52 1.52 1.52 1.48 1.48 1.48 16.00 DISCHG 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.40 17.00 DISCHG 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 18.00 DISCHG 1.40 1.44 1.44 1.44 1.44 1.44 1.44 1.44 1.44 1.44 19.00 nISCHG 1.44 1.44 1.44 1.07 1.07 1.07 1.07 1.07 1.07 1.07 20.00 DISCHG 1.07 1.07 1.07 1.07 1. 07 1.07 1.07 1.07 1. 07 1.07 21.00 DISCHG 1.07 1.07 1.07 1.07 1.. 07 1.. 07 1.. 07 .82 .82 .82 22.00 DISCHG .82 .82 .82 .82 .82 .82 .82 .82 .82 .86 23.00 DISCHG .86 .86 .86 .86 .86 .86 .86 .86 .86 .86 24.00 DISCHG .86 RUNOFF VOLUME ABOVE BASEFLOW 3.96 WATERSHED INCHES, 47.89 CFS-HRS, 3.96 ACRE-FEET; BASEFLOW .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP RECORD ID + COMPUTATIONS COMPLETED FOR PASS 7 EXECUTIVE CONTROL OPERATION COMPUT RECORD ID + + FROM XSECTION 1 TO STRUCTURE 10 a=J CJ r::::=J CJ t::::=J EJ l::=:J CJ r=:J STARTING TIME .00 ALTERNATE NO.= 1 CJ CJ CJ CJ CJ RAIN DEPTH = 2.88 RAIN DURATION= 1.00 RAIN TABLE NO.= 8 STORM NO.=99 MAIN TIME INCREMENT = .10 HOURS OPERATION RUNOFF TIME (HRS) .00 1. 00 2.00 CROSS SECTION 1 PEAK TIME(HRS) .80 PEAK DISCHARGE (CFS) 76.48 FIRST HYDROGRAPH POINT .00 .00 66.04 57.71 1.44 .86 .00 HOURS .38 47.22 .49 DISCHG DISCHG DISCHG 3.79 34.96 .28 RUNOFF VOLUME ABOVE BASEFLOW 1.87 WATERSHED INCHES, OPERATION RUNOFF 1 CROSS SECTION 2 TR20 XEQ 09-12-02 20:29 REV PC 09/83(.2) TIME (HRS) .00 1. 00 PEAK ELEVATION (FEET) (RUNOFF) TIME INCREMENT = .10 15.18 35.64 23.69 15.07 .15 .07 60.44 CFS-HRS, HOURS 57.83 9.45 .02 4.99 ACRE-FEET; CLARIAN NORTH - off site pond cales without Clarian 02222off.t20. 09/07/02, 2- 10- & 100- YEAR STORMS PEAK TIME(HRS) .32 PEAK DISCHARGE (CFS) 69.15 FIRST HYDROGRAPH POINT DISCHG .00 18.29 DISCHG 14.60 PEAK ELEVATION(FEET) (RUNOFF) .00 HOURS TIME INCREMENT = .10 HOURS 39.01 68.17 56.88 47.91 27.82 RUNOFF VOLUME ABOVE BASEFLOW 2.81 WATERSHED INCHES, + EXECUTIVE CONTROL OPERATION ENDCMP COMPUTATIONS COMPLETED FOR PASS 8 + + EXECUTIVE CONTROL OPERATION COMPUT FROM XSECTION 1 34.02 CFS-HRS, 2.81 ACRE-FEET; STARTING TIME = .00 ALTERNATE NO.= 2 TO STRUCTURE 10 RAIN DEPTH = 3.50 RAIN DURATION= 2.00 RAIN TABLE NO.= 8 STORM NO.=99 MAIN TIME INCREMENT = .10 HOURS OPERATION RUNOFF TIME (HRS) .00 1. 00 2.00 CROSS SECTION 1 PEAK TIME(HRS) 1.14 PEAK DISCHARGE(CFS) 65.52 FIRST HYDROGRAPH POINT .00 .00 61.33 65.19 31.74 27.97 .00 HOURS .00 64.70 23.15 DISCHG DISCHG DISCHG .33 60.14 17.33 PEAK ELEVATION(FEET) (RUNOFF) TIME INCREMENT = .10 1.98 6.32 54.23 48.66 11.77 7.52 HOURS 15.01 44.39 4.66 CJ ANT. MOIST. COND= 2 CJ CJ DRAINAGE AREA = 72.69 76.48 5.98 3.77 .00 BASEFLOW DRAINAGE AREA = 25.03 24.33 BASEFLOW .05 SQ.MI. 72.80 2.36 .00 CFS JOB 1 .02 SQ.MI. 18.07 .00 CFS RECORD In RECORD In ANT. MOIST. COND= 2 DRAINAGE AREA = 27.27 40.96 41.09 38.14 2.91 1.82 .05 SQ.MI. 52.86 35.03 1.12 CJ PASS PAGE CJ 8 7 CJ r:=J r::=J a=J E:J E.J a=J ~ c=J CJ CJ CJ CJ r=:J L:J CJ 3.00 DISCHG .69 .42 .25 .14 .08 .04 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW 2.45 WATERSHED INCHES, 78.91 CFS-HRS, 6.52 ACRE-FEET; BASE FLOW OPERATION RUNOFF CROSS SECTION 2 PEAK TIME(HRS) .62 1. 56 PEAK DISCHARGE (CFS) 41. 78 15.13 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) TIME (HRS) .00 1. 00 2.00 FIRST HYDROGRAPH POINT .00 9.41 29.14 19.43 8.88 .00 HOURS 11.90 23.45 16.90 15.64 TIME INCREMENT = .10 HOURS 24.00 33.08 41.63 15.22 14.37 14.79 DRAINAGE AREA = 37.08 34.60 10.99 10.99 DISCHG DISCHG DISCHG RUNOFF VOLUME ABOVE BASEFLOW 3.39 WATERSHED INCHES, 41.05 CFS-HRS, 1 3.39 ACRE-FEET; BASE FLOW TR20 XEQ 09-12-02 20:29 REV PC 09/83(.2) CLARIAN NORTH - off site pond cales without Clarian 02222off.t20, 09/07/02, 2- 10- & 100- YEAR STORMS EXECUTIVE CONTROL OPERATION ENDCMP + COMPUTATIONS COMPLETED FOR PASS 9 EXECUTIVE CONTROL OPERATION COMPUT + + FROM XSECTION 1 ANT. MOIST. COND= 2 STARTING TIME = .00 ALTERNATE NO.= 3 TO STRUCTURE 10 RAIN DEPTH = 3.87 RAIN DURATION= 3.00 RAIN TABLE NO.= 8 STORM NO.=99 MAIN TIME INCREMENT = .10 HOURS OPERATION RUNOFF CROSS SECTION 1 PEAK TIME (HRS) 1. 52 PEAK DISCHARGE(CFS) 54.72 PEAK ELEVATION(FEET) (RUNOFF) t=J .00 CFS .02 SQ.MI. 34.18 8.46 .00 CFS JOB 1 RECORD ID RECORD ID TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .05 SQ.MI. .00 DISCHG .00 .00 .00 .02 .28 1.35 4.08 8.42 14.70 22.66 1. 00 DISCHG 31. 60 40.00 46.62 50.83 53.45 54.68 54.15 51. 60 47.20 42.39 2.00 DISCHG 38.10 34.76 32.29 30.50 29.17 28.10 26.83 25.23 23.52 21. 75 3.00 DISCHG 20.07 18.21 15.42 11.77 8.11 5.19 3.20 2.03 1.26 .78 4.00 DISCHG .48 .29 .18 .10 .06 .03 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW 2.79 WATERSHED INCHES, 90.15 CFS-HRS, 7.45 ACRE-FEET; BASEFLOW OPERATION RUNOFF CROSS SECTION 2 PEAK TIME(HRS) .85 PEAK DISCHARGE (CFS) 31.10 PEAK ELEVATION(FEET) (RUNOFF) .00 CFS CJ PASS 10 PAGE 8 CJ CJ CJ t=J CJ r::=::J r=:J r=J CJ CJ CJ CJ a=J CJ CJ r:::::::J r=J CJ 1.15 2.35 2.55 25.55 11. 26 8.11 (RUNOFF) (RUNOFF) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .02 SQ.MI. .00 DISCHG .00 5.74 8.16 9.01 17.21 17.59 17.77 24.36 30.62 30.71 1.00 DISCHG 27.35 25.51 25.52 25.22 21. 51 21.47 14.33 12.47 12.46 11.53 2.00 DISCHG 11.22 11.22 10.60 10.91 10.91 8.10 8.10 8.10 6.23 6.54 3.00 DISCHG 6.55 RUNOFF VOLUME ABOVE BASEFLOW 3.76 WATERSHED INCHES, 45.48 CFS-HRS, 3.76 ACRE-FEET; BASEFLOW .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP RECORD ID + COMPUTATIONS COMPLETED FOR PASS 10 1 TR20 XEQ 09-12-02 20:29 REV PC 09/83(.2) CLARIAN NORTH - offsite pond cales without Clarian 02222off.t20, 09/07/02, 2- 10- & 100- YEAR STORMS JOB 1 EXECUTIVE CONTROL OPERATION COMPUT RECORD ID + + FROM XSECTION 1 TO STRUCTURE 10 RAIN DEPTH = 4.50 RAIN DURATION= 6.00 RAIN TABLE NO.= 8 STORM NO.=99 MAIN TIME INCREMENT = .10 HOURS ANT. MOIST. COND= 2 STARTING TIME = .00 ALTERNATE NO.= 6 OPERATION RUNOFF CROSS SECTION 1 PEAK TIME (HRS) PEAK DISCHARGE (CFS) PEAK ELEVATION(FEET) 2.70 34.80 (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .05 SQ.MI. .00 DISCHG .00 .00 .00 .00 .00 .00 .06 .31 1.07 2.43 1. 00 DISCHG 4.29 6.42 8.54 10.72 13.22 16.16 19.34 22.79 26.39 29.66 2.00 DISCHG 32.05 33.49 34.27 34.60 34.70 34.72 34.74 34.80 34.75 34.34 3.00 DISCHG 33.46 32.23 30.36 27.98 25.58 23.45 21.72 20.43 19.38 18.55 4.00 DISCHG 17.93 17.43 17.08 16.80 16.54 16.27 16.04 15.92 15.89 15.79 5.00 DISCHG 15.38 14.63 13.81 13.12 12.69 12.33 11.86 11.23 10.62 10.19 6.00 DISCHG 9.93 9.49 8.37 6.49 4.49 2.81 1. 77 1.11 .69 .43 7.00 DISCHG .26 .16 .10 .06 .03 .02 .01 .00 RUNOFF VOLUME ABOVE BASE FLOW 3.39 WATERSHED INCHES, 109.48 CFS-HRS, 9.05 ACRE-FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 2 PEAK TIME (HRS) 1. 75 2.05 2.57 2.95 PEAK DISCHARGE (CFS) 18.13 16.05 14.67 13.02 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) (RUNOFF) (RUNOFF) CJ PASS 11 PAGE 9 CJ CJ r::=J CJ CJ CJ CJ CJ c:J CJ c:J CJ CJ c:J CJ CJ r==:J r=J CJ CJ CJ CJ 3.16 8.33 (RUNOFF) 4.60 6.34 (RUNOFF) + * * FIRST POINT OF FLAT PEAK 5.20 4.71 (RUNOFF) + * * FIRST POINT OF FLAT PEAK TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .02 SQ.MI. .00 DISCHG .00 1. 90 3.92 4.74 4.99 5.22 5.36 9.98 10.14 10.24 1. 00 DISCHG 10.30 10.35 10.38 14.18 14.21 14.24 17.86 17.87 17.89 15.91 2.00 DISCHG 15.92 15.92 14.84 14.84 14.85 14.67 14.67 14.66 12.50 12.50 3.00 DISCHG 12.50 8.33 8.33 8.33 7.25 7.25 7.25 6.70 6.71 6.70 4.00 DISCHG 6.52 6.52 6.52 6.16 6.16 6.16 6.34 6.34 6.34 4.71 5.00 DISCHG 4.71 4.71 4.71 4.71 4.71 3.63 3.62 3.63 3.81 3.81 6.00 DISCHG 3.80 RUNOFF VOLUME ABOVE BASEFLOW 4.38 WATERSHED INCHES, 53.00 CFS-HRS, 4.38 ACRE-FEET; BASEFLOW .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP RECORD ID + COMPUTATIONS COMPLETED FOR PASS 11 1 TR20 XEQ 09-12-02 20:29 REV PC 09/83(.2) CLARIAN NORTH - off site pond cales without Clarian 02222off.t20, 09/07/02, 2- 10- & 100- YEAR STORMS JOB 1 PASS 12 PAGE 10 EXECUTIVE CONTROL OPERATION COM PUT RECORD ID + + FROM XSECTION 1 STARTING TIME = .00 ALTERNATE NO.=12 TO STRUCTURE 10 RAIN DEPTH = 5.16 RAIN DURATION= 12.00 RAIN TABLE NO.= 8 STORM NO.=99 MAIN TIME INCREMENT = .10 HOURS ANT. MOIST. CONn= 2 OPERATION RUNOFF CROSS SECTION 1 PEAK TIME(HRS) PEAK DISCHARGE (CFS) PEAK ELEVATION(FEET) 3.83 21. 50 (RUNOFF) 5.39 20.52 (RUNOFF) 9.58 9.25 (RUNOFF) 11.95 5.60 (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .05 SQ.MI. .00 DISCHG .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 1. 00 DISCHG .05 .16 .34 .65 1.13 1.84 2.69 3.58 4.43 5.22 2.00 DISCHG 5.95 6.62 7.24 7.80 8.31 8.90 9.75 10.91 12.12 13.21 3.00 DISCHG 14.08 14.90 15.96 17.26 18.60 19.74 20.64 21. 22 21. 48 21.43 4.00 DISCHG 21. 27 21.13 21.10 21.10 21.01 20.84 20.65 20.51 20.45 20.45 5.00 DISCHG 20.45 20.45 20.46 20.49 20.52 20.46 20.17 19.64 19.07 18.61 6.00 DISCHG 18.30 17.93 17.17 15.98 14.74 13.71 13.07 12.61 12.19 11.74 7.00 DISCHG 11.33 11.02 10.81 10.66 10.50 10.31 10.12 9.98 9.89 9.83 8.00 DISCHG 9.76 9.70 9.64 9.59 9.56 9.53 9.46 9.36 9.25 9.16 9.00 DISCHG 9.11 9.08 9.09 9.13 9.18 9-.23 9.25 9.19 8.94 8.49 10.00 DISCHG 8.01 7.61 7.36 7.20 7.10 7.04 7.00 6.98 6.96 6.90 r=J CJ r:=J CJ r:=J t:=J r=J LJ CJ LJ CJ CJ CJ CJ CJ CJ CJ t::=J LJ 11.00 DISCHG 6.7J. 6.4J. 6.08 5.8J. 5.64 5.54 5.50 5.5J. 5.54 5.57 J.2.00 DISCHG 5.58 5.40 4.77 3.72 2.5B 1. 63 1. 02 .64 .40 .25 13.00 DISCHG .J.5 .J.O .06 .03 .02 .OJ. .00 RUNOFF VOLUME ABOVE BASEFLOW 4.03 WATERSHED INCHES, J.29.95 CFS-HRS, J.0.74 ACRE-FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 2 PEAK TIME (HRS) 3.55 5.29 5.B6 PEAK DISCHARGE (CFS) 10.41 B .41 7.J.7 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) (RUNOFF) TIME (HRS ) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .02 SQ.M!. .00 DISCHG .00 .24 1. 45 2.09 2.46 2.70 2.B6 2.BB 2.95 3.01 1. 00 DISCHG 3.06 3.10 3.13 5.74 5.79 5.B3 5.B6 5.B9 5.9J. 5.92 2.00 DISCRG 5.94 5.95 5.96 5.96 5.97 8.J.4 B.15 B.J.6 B.16 B.17 3.00 DISCRG B.17 10.25 10.25 10.26 10.26 10.26 10.27 9.13 9.13 9.13 4.00 DISCHG 9.13 9.13 9.13 8.51 8.51 8.51 8.51 B.5J. 8.5J. B.4J. 1 TR20 XEQ 09-12-02 20:29 CLARIAN NORTH - offsite pond cales without C1arian REV PC 09/83(.2) 02222off.t20, 09/07/02, 2- J.O- & 100- YEAR STORMS 5.00 DISCHG 8.41 8.4J. 8.41 B.4J. 8.4J. 7.17 7.J.7 7.17 7.17 6.00 DISCHG 7.J.7 4.78 4.7B 4.7B 4.7B 4.7B 4.7B 4.J.6 4.J.6 7.00 DISCHG 4.16 4.16 4.16 3.B4 3.B4 3.B4 3.B4 3.B4 3.B4 B.OO DISCHG 3.74 3.74 3.74 3.74 3.74 3.53 3.53 3.53 3.53 9.00 DISCHG 3.53 3.64 3.64 3.64 3.64 3.64 3.64 2.70 2.70 10.00 DISCHG 2.70 2.70 2.70 2.70 2.70 2.70 2.70 2.70 2.70 11.00 DISCHG 2.0B 2.0B 2.0B 2.0B 2.0B 2.1B 2.1B 2.J.B 2.1B 12.00 DISCHG 2.1B RUNOFF VOLUME ABOVE BASEFLOW 5.03 WATERSHED INCHES, 60.92 CFS-HRS, 5.03 ACRE-FEET; BASEFLOW JOB 1 PASS 12 PAGE 11 7.17 4.16 3.74 3.53 2.70 2.0B 2.1B .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP RECORD ID + COMPUTATIONS COMPLETED FOR PASS J.2 EXECUTIVE CONTROL OPERATION COMPUT RECORD In + + FROM XSECTION 1 STARTING TIME = .00 ALTERNATE NO.=24 TO STRUCTURE 10 RAIN DEPTH = 6.00 RAIN DURATION= 24.00 RAIN TABLE NO.= B STORM NO.=99 MAIN TIME INCREMENT = .10 HOURS ANT. MOIST. CONn= 2 OPERATION RUNOFF CROSS SECTION 1 PEAK TIME(HRS) 10.77 19.10 23.B7 PEAK DISCHARGE (CFS) 12.22 5.46 3.29 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) (RUNOFF) r=J r=J -=.J CJ CJ -=:=J E:l -=.J CJ CJ CJ CJ CJ r:::::J CJ L-3 r==J CJ CJ 7.30 13 .51 (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .05 SQ.MI. 1.. 00 DISCHG .00 .00 .00 .00 .00 .01 .03 .07 .15 .25 2.00 DISCHG .35 .47 .58 .70 .81 .96 1..20 1..55 1.. 95 2.34 3.00 DISCHG 2.69 3.00 3.28 3.54 3.78 4.00 4.21 4.41 4.59 4.77 4.00 DISCHG 4.93 5.09 5.23 5.37 5.50 5.63 5.75 5.86 5.98 6.16 5.00 DISCHG 6.52 7.07 7.67 8.19 8.57 8.85 9.08 9.26 9.42 9.56 6.00 DISCHG 9.68 9.88 10.27 10.87 11..50 12.05 12.43 12.72 12.93 13.10 7.00 DISCHG 13 .24 13.36 13 .47 13.51 13.42 13.21 12.96 12.76 12.65 12.60 8.00 DISCHG 12.59 12.59 12.61 12.64 12.67 12.67 12.61 12.47 12.33 12.21 9.00 DISCHG 12.14 12.11. 12.10 12.10 12.11. 12.1.3 12.15 12.16 12.16 12.15 10.00 DISCHG 12.14 12.14 12.14 12.15 12.16 12.17 12.19 12.20 12.21 12.17 11..00 DISCHG 11..98 11..65 11..29 10.99 10.81 10..69 10.62 10.59 10.56 10.55 12.00 DISCHG 10.54 10.42 10.03 9.37 8.66 8.07 7.69 7.46 7.31 7.22 13 .00 DISCHG 7.16 7.13 7.10 7.06 6.95 6.77 6.58 6.43 6.33 6.27 14.00 DISCHG 6.23 6.21 6.20 6.19 6.18 6.17 6.11. 6.03 5.93 5.86 15.00 DISCHG 5.81 5.78 5.76 5.75 5.74 5.74 5.74 5.73 5.71 5.68 16.00 DISCHG 5.65 5.63 5.61 5.60 5.60 5.60 5.59 5.59 5.59 5.58 17.00 DISCHG 5.55 5.49 5.43 5.38 5.35 5.33 5.31 5.31 5.30 5.30 18.00 DISCHG 5.30 5.30 5.32 5.35 5.38 5.41 5.43 5.44 5.45 5.45 1 TR20 XEQ 09-12-02 20:29 CLARIAN NORTH - off site pond cales without Clarian JOB 1 PASS 1.3 REV PC 09/83(.2) 02222off.t20, 09/07/02, 2- 10- & 100- YEAR STORMS PAGE 12 19.00 DISCHG 5.46 5.46 5.46 5.41 5.25 4.99 4.71. 4.47 4.32 4.23 20.00 DISCHG 4.16 4.1.3 4.10 4.09 4.08 4.08 4.07 4.07 4.07 4.07 21.. 00 DISCHG 4.07 4.07 4.07 4.07 4.07 4.07 4.07 4.04 3.93 3.76 22.00 DISCHG 3.57 3.41 3.31 3.24 3.20 3.18 3.16 3.15 3.15 3.15 23.00 DISCHG 3.16 3.19 3.22 3.25 3.27 3.28 3.28 3.29 3.29 3.29 24.00 DISCHG 3.28 3.18 2.80 2.18 1.. 52 .97 .60 .38 .24 .15 25.00 DISCHG .09 .06 .03 .02 .01 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW 4.84 WATERSHED INCHES, 156.23 CFS-HRS, 12.91 ACRE-FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 2 PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 11. . 80 4.17 (RUNOFF) + " " FIRST POINT OF FLAT PEAK 7.10 5.97 (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .02 SQ.MI. .00 DISCHG .00 .00 .35 .75 1.. 02 1.. 21 1.. 35 1..45 1.. 53 1..60 1..00 DISCHG 1.. 65 1..69 1.. 73 1.. 70 1.. 73 1.. 75 1.. 76 1.. 78 1.. 79 1..80 2.00 DISCHG 1.81 1. 82 1. 83 1.84 1.84 3.36 3.38 3.39 3.40 3.41 3.00 DISCHG 3.42 3.43 3.43 3.44 3.44 3.45 3.45 3.46 3.46 3.46 4.00 DISCHG 3.46 3.47 3.47 3.47 3.47 3.47 3.48 3.48 3.48 4.74 5.00 DISCHG 4.74 4.75 4.75 4.75 4.75 4.75 4.75 4.75 4.76 4.76 6.00 DISCHG 4.76 5.96 5.96 5.97 5.97 5.97 5.97 5.97 5.97 5.97 7.00 DISCHG 5.97 5.97 5.97 5.31 5.31 5.31 5.31 5.31 5.31 5.31 8.00 DISCHG 5.31 5.31 5.31 5.31 5.31 4.95 4.95 4.95 4.95 4.95 9.00 DISCHG 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.89 4.89 4.89 10.00 DISCHG 4.89 4.89 4.89 4.89 4.89 4.89 4.89 4.89 4.89 4.17 r:=J r::=:l t:::=J t:=:J t=J t:=:J CJ c::J t:=:J t:=:J t:=:J c::J r=J t:=:J t:=:J t:=:J t=1 CJ c::J 11.00 DISCHG 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 12.00 DISCHG 4.16 2.78 2.78 2.78 2.78 2.78 2.78 2.78 2.78 2.78 13 .00 DISCHG 2.78 2.78 2.78 2.42 2.42 2.42 2.42 2.42 2.42 2.42 14.00 DISCHG 2.42 2.42 2.42 2.42 2.42 2.24 2.24 2.24 2.24 2.24 15.00 DISCHG 2.24 2.24 2.24 2.24 2.24 2.24 2.24 2.18 2.18 2.18 16.00 DISCHG 2.18 2.18 2.18 2.18 2.18 2.18 2.18 2.18 2.17 2.05 17.00 DISCHG 2.05 2.05 2.05 2.05 2.05 2.05 2.05 2.05 2.05 2.05 18.00 DISCHG 2.05 2.11 2.11 2.12 2.11 2.11 2.11 2.12 2.11 2.11 19.00 DISCHG 2.11 2.12 2.11 1.57 1.57 1. 57 1. 57 1.57 1.57 1.57 20.00 DISCHG 1. 57 1. 57 1.57 1.57 1.57 1. 57 1.57 1.57 1.57 1.57 21.00 DISCHG 1.57 1.57 1.57 1.57 1.57 1.57 1.57 1.21 1.21 1.21 22.00 DISCHG 1.21 1.21 1.21 1.21 1. 21 1.21 1.21 1.21 1.21 1. 27 23.00 DISCHG 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1. 27 1.27 1.27 24.00 DISCHG 1. 26 RUNOFF VOLUME ABOVE BASEFLOW 5.87 WATERSHED INCHES, 71.09 CFS-HRS, 5.87 ACRE-FEET; BASEFLOW .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP RECORD ID + COMPUTATIONS COMPLETED FOR PASS 13 1 TR20 XEQ 09-12-02 20:29 REV PC 09/83 (.2) CLARIAN NORTH - off site pond calCB without C1arian 02222off.t20, 09/07/02, 2- 10- & 100- YEAR STORMS JOB 1 EXECUTIVE CONTROL OPERATION COMPUT RECORD ID + + FROM XSECTION 1 TO STRUCTURE 10 RAIN DEPTH 1.25 RAIN DURATION= 1.00 RAIN TABLE NO.= 8 STORM NO.= 2 MAIN TIME INCREMENT = .10 HOURS ANT. MOIST. COND= 2 STARTING TIME = .00 ALTERNATE NO.= 1 OPERATION RUNOFF CROSS SECTION 1 PEAK TIME(HRS) .89 PEAK DISCHARGE (CFS) 20.15 PEAK ELEVATION(FEET) (RUNOFF) TIME (HRS) .00 1. 00 2.00 FIRST HYDROGRAPH POINT .00 .00 19.32 17.58 .47 .28 .00 HOURS .00 14.77 .17 TIME INCREMENT 1. 75 7.56 .05 .10 5.83 4.81 .02 HOURS 11. 68 3.02 .01 DRAINAGE 16.86 1.91 .00 AREA = 19.62 1. 20 .05 SQ.MI. 20.14 .76 DISCHG DISCHG DISCHG .23 11.10 .09 RUNOFF VOLUME ABOVE BASEFLOW .49 WATERSHED INCHES, 15.92 CFS-HRS, 1. 32 ACRE-FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 2 PEAK TIME (HRS) .33 PEAK DISCHARGE (CFS) 29.18 PEAK ELEVATION(FEET) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 DISCHG .00 5.23 .00 HOURS TIME INCREMENT = .10 HOURS 15.30 28.60 24.29 20.59 11.98 DRAINAGE AREA = 10.79 10.50 .02 SQ.MI. 7.80 PASS 14 PAGE 13 r=J CJ CJ E::J CJ CJ CJ E::J E::J CJ c:J CJ 1. 00 DISCHG 6.31 RUNOFF VOLUME ABOVE BASEFLOW 1.16 WATERSHED INCHES, 14.08 CFS-HRS, 1. 16 ACRE-FEET; EXECUTIVE CONTROL OPERATION ENDCMP + COMPUTATIONS COMPLETED FOR PASS 14 EXECUTIVE CONTROL OPERATION COMPUT + + FROM XSECTION 1 STARTING TIME = .00 ALTERNATE NO.= 2 TO STRUCTURE 10 RAIN DEPTH 1. 52 RAIN DURATION= 2.00 RAIN TABLE NO. = 8 STORM NO.= 2 MAIN TIME INCREMENT = .10 HOURS OPERATION RUNOFF CROSS SECTION 1 PEAK TIME(HRS) 1.22 PEAK DISCHARGE (CFS) 18.43 PEAK ELEVATION(FEET) (RUNOFF) 1 TR20 XEQ 09-12-02 20:29 REV PC 09/83(.2) CLARIAN NORTH - offsite pond cales without Clarian 02222off.t20, 09/07/02, 2- 10- & 100- YEAR STORMS CJ BASEFLOW r:= CJ .00 CFS RECORD ID RECORD ID ANT. MOIST. COND= 2 JOB 1 TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .05 SQ.MI. .00 DISCHG .00 .00 .00 .00 .03 .28 1.41 3.80 7.43 11.41 1. 00 DISCHG 14.98 17.40 18.41 17.90 16.75 15.50 14.52 13.75 13.00 12.12 2.00 DISCHG 11.11 9.89 8.25 6.20 4.22 2.70 1. 67 1.05 .66 .40 3.00 DISCHG .25 .15 .09 .05 .03 .01 .00 RUNOFF VOLUME ABOVE BASE FLOW .70 WATERSHED INCHES, 22.54 CFS-HRS, 1.86 ACRE-FEET; OPERATION RUNOFF CROSS SECTION 2 PEAK TIME (HRS) .62 1. 56 1. 75 PEAK DISCHARGE(CFS) 17.77 6.55 4.89 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) (RUNOFF) TIME (HRS) .00 1. 00 2.00 FIRST HYDROGRAPH .00 12.57 3.84 POINT 1.96 8.39 .00 HOURS 3.85 7.30 TIME INCREMENT = .10 HOURS 8.96 9.73 13.82 17.68 6.76 6.58 6.22 6.40 DISCHG DISCHG DISCHG RUNOFF VOLUME ABOVE BASEFLOW 1.41 WATERSHED INCHES, 17.06 CFS-HRS, 1.41 ACRE-FEET; EXECUTIVE CONTROL OPERATION ENDCMP + COMPUTATIONS COMPLETED FOR PASS 15 BASEFLOW DRAINAGE AREA = 15.87 14.86 4.76 4.76 BASEFLOW .00 CFS .02 SQ.MI. 14.72 3.66 .00 CFS RECORD ID c:J. PASS 15 PAGE 14 E::J t=J r::=J L::J LJ L::J CJ t=J l::=J L::J .-:=J L::J L:J CJ L::J t=J t:=J E:J EXECUTIVE CONTROL OPERATION COMPUT RECORD ID + + FROM XSECTION 1 TO STRUCTURE 10 RAIN DEPTH 1.68 RAIN DURATION= 3.00 RAIN TABLE NO.= 8 STORM NO.= 2 MAIN TIME INCREMENT = .10 HOURS ANT. MOIST. COND= 2 STARTING TIME = .00 ALTERNATE NO.= 3 OPERATION RUNOFF CROSS SECTION 1 PEAK TIME(HRS) 1.62 PEAK DISCHARGE (CFS) 16.27 PEAK ELEVATION(FEET) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .05 SQ.MI. .00 DISCHG .00 .00 .00 .00 .00 .00 .07 .37 1.27 2.94 1. 00 DISCHG 5.36 8.11 10.69 12.80 14.49 15.70 16.25 16.03 15.06 13.83 2.00 DISCHG 12.67 11.76 11. 09 10.61 10.27 9.99 9.62 9.11 8.54 7.94 3.00 DISCHG 7.36 6.71 5.69 4.35 3.00 1.92 1.18 .75 .47 .29 4.00 DISCHG .18 .11 .07 .04 .02 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW .83 WATERSHED INCHES, 26.67 CFS-HRS, 2.20 ACRE-FEET; BASEFLOW .00 CFS 1 TR20 XEQ 09-12-02 20:29 REV PC 09/83(.2) CLARIAN NORTH - offsite pond cales without Clarian 02222off.t20, 09/07/02, 2- 10- & 100- YEAR STORMS JOB 1 OPERATION RUNOFF CROSS SECTION 2 PEAK TIME(HRS) .86 1.17 2.35 PEAK DISCHARGE (CFS) 13.22 10.99 4.87 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .02 SQ .MI. .00 DISCHG .00 .82 2.33 3.04 6.51 7.02 7.28 10.18 12.95 13.09 1.00 DISCHG 11.71 10.96 10.98 10.87 9.28 9.27 6.19 5.39 5.39 4.98 2.00 DISCHG 4.85 4.85 4.58 4.72 4.72 3.51 3.51 3.51 2.70 2.83 3.00 DISCHG 2.83 RUNOFF VOLUME ABOVE BASEFLOW 1.57 WATERSHED INCHES, 18.96 CFS-HRS, 1.57 ACRE-FEET; BASEFLOW .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP RECORD ID + COMPUTATIONS COMPLETED FOR PASS 16 EXECUTIVE CONTROL OPERATION COMPUT RECORD In' + + FROM XSECTION 1 TO STRUCTURE 10 RAIN DEPTH 1.98 RAIN DURATION= 6.00 RAIN TABLE NO.= 8 STORM NO.= 2 MAIN TIME INCREMENT = .10 HOURS ANT. MOIST. COND= 2 STARTING TIME = .00 ALTERNATE NO.= 6 t=J PASS 16 PAGE 15 L:J l:=:J r=J ~ r=:::: r:::=J r=J a:=J r:::=J LJ r:==:; CJ LJ ~ c=J CJ ~-; CJ OPERATION RUNOFF CROSS SECTION 1 PEAK TIME(HRS) 2.88 4.77 PEAK DISCHARGE (CFS) 11.54 6.03 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .05 SQ.MI. 1. 00 DISCHG .04 .17 .43 .88 1.52 2.35 3.33 4.47 5.75 7.02 2.00 DISCHG 8.09 8.92 9.55 10.02 10.40 10.71 11.00 11.27 11.48 11. 54 3.00 DISCHG 11. 41 11.14 10.61 9.87 9.10 8.41 7.84 7.42 7.08 6.82 4.00 DISCHG 6.62 6.46 6.36 6.28 6.20 6.12 6.05 6.03 6.03 6.01 5.00 DISCHG 5.87 5.59 5.29 5.04 4.88 4.75 4.58 4.34 4.11 3.95 6.00 DISCHG 3.86 3.69 3.26 2.53 1. 75 1.09 .69 .43 .27 .17 7.00 DISCHG .10 .06 .04 .02 .01 .01 .00 RUNOFF VOLUME ABOVE BASE FLOW 1.08 WATERSHED INCHES, 34.72 CFS-HRS, 2.87 ACRE-FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 2 1 TR20 XEQ 09-12-02 20:29 REV PC 09/83(.2) CLARIAN NORTH - offsite pond calcs without Clarian 02222off.t20, 09/07/02, 2- 10- & 100- YEAR STORMS JOB 1 PEAK TIME (HRS) 2.95 1.80 PEAK DISCHARGE (CFS) 5.71 7.77 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .02 SQ.MI. .00 DISCHG .00 .00 .79 1.31 1.58 1.79 1.94 3.82 4.03 4.16 1. 00 (DISCHG 4.26 4.33 4.38 6.03 6.08 6.12 7.71 7.74 7.77 6.92 2.00 DISCHG 6.93 6.94 6.48 6.48 6.49 6.42 6.42 6.42 5.47 5.48 3.00 DISCHG 5.48 3.65 3.65 3.65 3.18 3.18 3.18 2.94 2.94 2.94 4.00 DISCHG 2.86 2.86 2.86 2.70 2.70 2.70 2.78 2.78 2.78 2.07 5.00 DISCHG 2.07 2.07 2.07 2.07 2.07 1.59 1.59 1.59 1.67 1.67 6.00 DISCHG 1.67 RUNOFF VOLUME ABOVE BASEFLOW 1.86 WATERSHED INCHES, 22.53 CFS-HRS, 1. 86 ACRE-FEET; BASEFLOW .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP RECORD ID + COMPUTATIONS COMPLETED FOR PASS 17 EXECUTIVE CONTROL OPERATION COMPUT RECORD ID + + FROM XSECTION 1 TO STRUCTURE 10 RAIN DEPTH 2.40 RAIN DURATION= 12.00 RAIN TABLE NO.= 8 STORM NO.= 2 MAIN TIME INCREMENT = .10 HOURS ANT. MOIST. COND= 2 STARTING TIME = .00 ALTERNATE NO.=12 ~-~ i' PASS 17 PAGE 16 r:::=J --' ~ CJ r::=J [::J r::=J r:=J r::=J a=J r::=J r::=J CJ r::=J r::=J CJ r=l CJ CJ E:J r::=J CJ t=J OPERATION RUNOFF CROSS SECTION 1 PEAK TIME(HRS) PEAK DISCHARGE (CFS) PEAK ELEVATION(FEET) 5.48 7.86 (RUNOFF) 9.59 3.88 (RUNOFF) 11.96 2.38 (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .05 SQ.MI. 1. 00 DISCHG .00 .00 .00 .00 .00 .00 .01 .04 .12 .25 2.00 DISCHG .43 .65 .87 1.10 1.32 1.57 1. 88 2.27 2.69 3.09 3.00 DISCHG 3.45 3.82 4.26 4.78 5.32 5.82 6.25 6.59 6.82 6.93 4.00 DISCHG 7.01 7.08 7.18 7.28 7.34 7.37 7.38 7.41 7.46 7.52 5.00 DISCHG 7.58 7.64 7.70 7.77 7.83 7.86 7.79 7.62 7.43 7.29 6.00 DISCHG 7.20 7.08 6.81 6.36 5.88 5.48 5.24 5.07 4.91 4.74 7.00 DISCHG 4.59 4.47 4.39 4.34 4.28 4.21 4.14 4.09 4.06 4.04 8.00 DISCHG 4.02 4.00 3.98 3.96 3.95 3.94 3.92 3.88 3.84 3.81 9.00 DISCHG 3.79 3.79 3.80 3.82 3.84 3.86 3.88 3.85 3.75 3.57 10.00 DISCHG 3.37 3.20 3.10 3.03 2.99 2.97 2.96 2.95 2.94 2.92 11.00 DISCHG 2.84 2.72 2.58 2.46 2.39 2.35 2.34 2.34 2.36 2.37 12.00 DISCHG 2.37 2.30 2.03 1.59 1.10 .69 .43 .27 .17 .11 13 .00 DISCHG .07 .04 .02 .01 .01 .00 1 TR20 XEQ 09-12-02 20:29 REV PC 09/83(.2) CLARIAN NORTH - off site pond cales without Clarian 02222off.t20, 09/07/02, 2- 10- & 100- YEAR STORMS JOB 1 RUNOFF VOLUME ABOVE BASE FLOW 1.44 WATERSHED INCHES, 46.49 CFS-HRS, 3.84 ACRE-FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 2 PEAK TIME (HRS) 5.89 3.60 PEAK DISCHARGE (CFS) 3.32 4.73 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .02 SQ.MI. .00 DISCHG .00 .00 .12 .43 .65 .82 .94 1.01 1.08 1.14 1. 00 DISCHG 1.19 1.23 1.26 2.37 2.44 2.49 2.54 2.57 2.60 2.62 2.00 DISCHG 2.64 2.66 2.67 2.68 2.70 3.69 3.70 3.71 3.72 3.73 3.00 DISCHG 3.74 4.70 4.71 4.71 4.72 4.73 4.73 4.21 4.21 4.22 4.00 DISCHG 4.22 4.22 4.22 3.94 3.94 3.94 3.94 3.94 3.94 3.90 5.00 DISCHG 3.90 3.90 3.90 3.90 3.90 3.32 3.32 3.32 3.32 3.32 6.00 DISCHG 3.32 2.22 2.22 2.22 2.22 2.22 2.22 1. 93 1.93 1.93 7.00 DISCHG 1.93 1.93 1.93 1. 78 1. 78 1.78 1. 78 1. 78 1.78 1. 74 8.00 DISCHG 1. 74 1.74 1. 74 1. 74 1. 74 1.64 1.64 1.64 1.64 1.64 9.00 DISCHG 1.64 1.69 1.69 1.69 1.69 1.69 1.69 1.25 1.25 1.25 10.00 DISCHG 1.25 1.25 1.25 1.25 1.25 1.25 1.26 1.25 1.25 .97 11.00 DISCHG .97 .97 .97 .97 .97 1.01 1.01 1.01 1.01 1.01 12.00 DISCHG 1.01 RUNOFF VOLUME ABOVE BASE FLOW 2.28 WATERSHED INCHES, 27.60 CFS-HRS, 2.28 ACRE-FEET; BASEFLOW .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP RECORD ID + COMPUTATIONS COMPLETED FOR PASS 18 PASS 18 PAGE 17 CJ E::J CJ CJ a::=J I J t=J a=:J CJ CJ a=l CJ CJ CJ a=J CJ EXECUTIVE CONTROL OPERATION COMPUT RECORD ID + + FROM XSECTION 1 TO STRUCTURE 10 RAIN DEPTH 2.64 RAIN DURATION= 24.00 RAIN TABLE NO. = 8 STORM NO.= 2 MAIN TIME INCREMENT = .10 HOURS STARTING TIME = .00 ALTERNATE NO.=24 ANT. MOIST. COND= 2 OPERATION RUNOFF CROSS SECTION 1 PEAK TIME(HRS) 11.96 23.87 10.80 PEAK DISCHARGE (CFS) 4.02 1.34 4.54 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .05 SQ.MI. 3.00 DISCHG .01 .03 .07 .13 .20 .27 .35 .42 .50 .57 4.00 DISCHG .65 .72 .79 .85 .92 .98 1. 04 1.10 1.16 1.24 5.00 DISCHG 1.35 1. 51 1. 69 1.85 1. 98 2.09 2.19 2.29 2.37 2.45 1 TR20 XEQ 09-12-02 20:29 CLARIAN NORTH - off site pond cales without Clarian JOB 1 PASS 19 REV PC 09/83(.2) 02222off.t20, 09/07/02, 2- 10- & 100- YEAR STORMS PAGE 18 6.00 DISCHG 2.53 2.62 2.77 2.98 3.21 3.41 3.57 3.70 3.81 3.91 7.00 DISCHG 4.00 4.08 4.16 4.22 4.23 4.20 4.16 4.12 4.12 4.14 8.00 DISCHG 4.16 4.19 4.22 4.26 4.29 4.32 4.32 4.29 4.27 4.24 9.00 DISCHG 4.24 4.25 4.26 4.28 4.30 4.32 4.35 4.37 4.38 4.40 10.00 DISCHG 4.41 4.42 4.43 4.45 4.47 4.48 4.50 4.52 4.54 4.53 11.00 DISCHG 4.47 4.36 4.23 4.13 4.07 4.04 4.02 4.01 4.01 4.01 12.00 DISCHG 4.02 3.98 3.83 3.59 3.32 3.09 2.95 2.87 2.81 2.78 13 .00 DISCHG 2.76 2.75 2.75 2.73 2.69 2.63 2.56 2.50 2.46 2.44 14 .00 DISCHG 2.43 2.42 2.42 2.42 2.42 2.41 2.39 2.36 2.32 2.30 15.00 DISCHG 2.28 2.27 2.26 2.26 2.26 2.26 2.26 2.26 2.25 2.24 16.00 OISCHG 2.23 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 17.00 DISCHG 2.20 2.18 2.16 2.14 2.13 2.12 2.12 2.11 2.11 2.11 18.00 DISCHG 2.11 2.12 2.13 2.14 2.15 2.16 2.17 2.18 2.18 2.19 19.00 DISCHG 2.19 2.19 2.19 2.17 2.11 2.01 1. 89 1. 80 1. 74 1. 70 20.00 OISCHG 1.68 1.66 1.65 1.65 1.64 1.64 1.64 1.64 1. 64 1.64 21. 00 DISCHG 1.64 1.64 1.64 1.64 1.65 1.65 1.65 1.63 1. 59 1.52 22.00 DISCHG 1.44 1.38 1.34 1.31 1.30 1.29 1.28 1.28 1.28 1.28 23.00 DISCHG 1.28 1.30 1.31 1.32 1.33 1. 33 1.33 1.34 1.34 1.34 24.00 OISCHG 1.33 1.29 1.14 .89 .62 .39 .24 .15 .10 .06 25.00 DISCHG .04 .02 .01 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW 1.66 WATERSHED INCHES, 53.41 CFS-HRS, 4.41 ACRE-FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 2 *** WARNING-NO PEAK FOUND, MAXIMUM DISCHARGE .56 CFS. PEAK TIME (HRS) PEAK DISCHARGE (CFS) PEAK ELEVATION(FEET) CJ t::=J Cl CJ CJ CJ t:=J r:=J CJ CJ r~ CJ CJ r=:J CJ Cl EJ CJ CJ CJ r:=J t=J 23.90 .56 (RUNOFF) 7.20 2.61 (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .02 SQ.MI. .00 DISCHG .00 .00 .00 .01 .12 .21 .29 .35 .41 .45 1.00 DISCHG .49 .53 .56 .56 .59 .61 .62 .64 .65 .67 2.00 DISCHG .68 .69 .70 .71 .71 1.32 1.34 1.35 1.37 1.38 3.00 DISCHG 1.40 1.41 1.42 1.42 1.43 1.44 1.45 1.45 1.46 1.46 4.00 DISCHG 1.47 1.47 1.47 1.48 1.48 1.48 1.49 1.49 1.49 2.04 5.00 DISCHG 2.04 2.04 2.05 2.05 2.05 2.05 2.06 2.06 2.06 2.06 6.00 DISCHG 2.06 2.59 2.59 2.59 2.60 2.60 2.60 2.60 2.60 2.60 7.00 DISCHG 2.61 2.61 2.61 2.32 2.32 2.32 2.32 2.32 2.32 2.32 8.00 DISCHG 2.32 2.32 2.32 2.32 2.33 2.17 2.17 2.17 2.17 2.17 9.00 DISCHG 2.17 2.17 2.17 2.17 2.17 2.17 2.17 2.14 2.14 2.14 10.00 DISCHG 2.15 2.15 2.15 2.15 2.15- 2.15 2.15 2.15 2.15 1. 83 11.00 DISCHG 1.83 1. 83 1. 83 1. 83 1.83 1.83 1.83 1. 83 1. 83 1. 83 12.00 DISCHG 1.83 1.22 1.22 1.22 1.22 1.22 1.22 1.22 1.22 1.22 13 .00 DISCHG 1.22 1.22 1.22 1. 06 1.06 1. 06 1.06 1.06 1.06 1.06 14.00 DISCHG 1.06 1. 06 1.06 1.06 1.06 .98 .98 .98 .98 .98 15.00 DISCHG .98 .98 .98 .98 .98 .98 .98 .96 .96 .96 1 TR20 XEQ 09-12-02 20:29 CLARIAN NORTH - offsite pond cales without C1arian JOB 1 PASS 19 REV PC 09/83(.2) 02222off.t20, 09/07/02, 2- 10- & 100- YEAR STORMS PAGE 19 16.00 DISCHG .96 .96 .96 .96 .96 .96 .96 .96 .96 .90 17.00 DISCHG .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 18.00 DISCHG .90 .93 .93 .93 .93 .93 .93 .93 .93 .93 19.00 DISCHG .93 .93 .93 .69 .69 .69 .69 .69 .69 .69 20.00 DISCHG .69 .69 .69 .69 .69 .69 .69 .69 .69 .69 21. 00 DISCHG .69 .69 .69 .69 .69 .69 .69 .53 .53 .53 22.00 DISCHG .53 .53 .53 .53 .53 .53 .53 .53 .53 .56 23.00 DISCHG .56 .56 .56 .56 .56 .56 .56 .56 .56 .56 24.00 DISCHG .56 RUNOFF VOLUME ABOVE BASEFLOW 2.52 WATERSHED INCHES, 30.49 CFS-HRS, 2.52 ACRE-FEET; BASE FLOW .00 CFS EXECUTIVE CONTROL OPERATION ENDJOB RECORD In 1 TR20 XEQ 09-12-02 20:29 REV PC 09/83(.2) CLARIAN NORTH - offsite pond cales without C1arian 02222off.t20, 09/07/02, 2- 10- & 100- YEAR STORMS JOB 1 SUMMARY PAGE 20 SUMMARY TABLE 1 - SELECTED RESULTS OF STANDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER PERFORMED (A STAR(*) AFTER THE PEAK DISCHARGE TIME AND RATE (CFS) VALUES INDICATES A FLAT TOP HYDROGRAPH A QUESTION MARK(?) INDICATES A HYDROGRAPH WITH PEAK AS LAST POINT.) SECTION/ STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK DISCHARGE STRUCTURE CONTROL DRAINAGE TABLE MOIST TIME ------------------------- RUNOFF -------------------------------------- In OPERATION AREA # COND INCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE (SQ MI) (HR) (HR) (IN) (HR) (IN) (FT) (HR) (CFS) (CSM) CJ r=J E:J t::=J CJ CJ t=J r=J CJ CJ CJ a=J CJ CJ r=J CJ '--i r:=J r:=J ALTERNATE 1 STORM 10 + XSECTION 1 RUNOFF .05 8 2 .10 .0 1.96 1.00 1.06 .83 43.29 865.9 XSECTION 2 RUNOFF .02 8 2 .10 .0 1.96 1.00 1.88 .32 46.67 2489.1 XSECTION 3 ADDHYD .07 8 2 .10 .0 1.96 1.00 1.29 .79 59.68 868.0 STRUCTURE 10 RESVOR .07 8 2 .10 .0 1. 96 1.00 1.28 810.25 1.28 22.75 330.9 ALTERNATE 2 STORM 10 + XSECTION 1 RUNOFF .05 8 2 .10 .0 2.40 2.00 1.44 1.17 38.47 769.4 XSECTION 2 RUNOFF .02 8 2 .10 .0 2.40 2.00 2.29 .62 28.48 1519.1 XSECTION 3 ADDHYD .07 8 2 .10 .0 2.40 2.00 1.68 .99 54.39 791.1 STRUCTURE 10 RESVOR .07 8 2 .10 .0 2.40 2.00 1.68 810.28 1.99 25.36 368.9 ALTERNATE 3 STORM 10 + XSECTION 1 RUNOFF .05 8 2 .10 .0 2.65 3.00 1.66 1.56 32.79 655.8 XSECTION 2 RUNOFF .02 8 2 .10 .0 2.65 3.00 2.54 .85 21.17 1128.9 XSECTION 3 ADDHYD .07 8 2 .10 .0 2.65 3.00 1.91 1.47 47.41 689.6 STRUCTURE 10 RESVOR .07 8 2 .10 .0 2.65 3.00 1.91 810.27 2.50 24.05 349.9 ALTERNATE 6 STORM 10 + XSECTION 1 RUNOFF .05 8 2 .10 .0 3.12 6.00 2.09 2.80 21. 94 438.8 XSECTION 2 RUNOFF .02 8 2 .10 .0 3.12 6.00 3.00 1. 75 12.52 667.8 XSECTION 3 ADDHYD .07 8 2 .10 .0 3.12 6.00 2.34 2.66 32.08 466.6 STRUCTURE 10 RESVOR .07 8 2 .10 .0 3.12 6.00 2.34 810.23 3.44 21.14 307.5 ALTERNATE 12 STORM 10 + XSECTION 1 RUNOFF .05 8 2 .10 .0 3.60 12.00 2.54 5.44 13.36 267.2 XSECTION 2 RUNOFF .02 8 2 .10 .0 3.60 12.00 3.48 3.60 7.14 380.9 XSECTION 3 ADDHYD .07 8 2 .10 .0 3.60 12.00 2.80 4.20 19.52 283.9 STRUCTURE 10 RESVOR .07 8 2 .10 .0 3.60 12.00 2.80 810.18 6.00 16.59 241. 3 ALTERNATE 24 STORM 10 + XSECTION 1 RUNOFF .05 8 2 .10 .0 4.08 24.00 2.99 7.30 8.14 162.8 XSECTION 2 RUNOFF .02 8 2 .10 .0 4.08 24.00 3.96 7.20 4.05 216.1 XSECTION 3 ADDHYD .07 8 2 .10 .0 4.08 24.00 3.26 7.20 12.14 176.6 STRUCTURE 10 RESVOR .07 8 2 .10 .0 4.08 24.00 3.25 810.12 10.86 10.88 158.3 ALTERNATE 1 STORM 99 + XSECTION 1 RUNOFF .05 8 2 .10 .0 2.88 1. 00 1.87 .80 76.48 1529.6 XSECTION 2 RUNOFF .02 8 2 .10 .0 2.88 1.00 2.81 .32 69.15 3688.1 1 TR20 XEQ 09-12-02 20:29 REV PC 09/83(.2) CLARIAN NORTH - off site pond cales without Clarian 02222off.t20, 09/07/02, 2- 10- & 100- YEAR STORMS JOB 1 SUMMARY PAGE 21 SUMMARY TABLE 1 - SELECTED RESULTS OF STANDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER PERFORMED (A STAR(*) AFTER THE PEAK DISCHARGE TIME AND RATE (CFS) VALUES INDICATES A FLAT TOP HYDROGRAPH ------------ r:=J .::=J r:==J CJ EJ CJ t=J CJ LJ LJ C:J r:=J CJ t=J t=J r=J r=J r=J t=l A QUESTION MARK(?) INDICATES A HYDROGRAPH WITH PEAK AS LAST POINT. I SECTION/ STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK DISCHARGE STRUCTURE CONTROL DRAINAGE TABLE MOIST TIME ------------------------- RUNOFF -------------------------------------- ID OPERATION AREA # COND INCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE (SQ MIl (HR) (HR) (IN) (HR) (IN) (FT) (HR) (CFS) (CSM) ALTERNATE 1. STORM 99 + XSECTION 3 ADDHYD .07 8 2 .1.0 .0 2.88 1..00 2.1.4 .77 1.01..26 1.472.9 STRUCTURE 1.0 RESVOR .07 8 2 .1.0 .0 2.88 1..00 2.1.3 81.0.42 1.. 28 37.85 550.5 ALTERNATE 2 STORM 99 + XSECTION 1. RUNOFF .05 8 2 .1.0 .0 3.50 2.00 2.45 1..1.4 65.52 1.31.0.4 XSECTION 2 RUNOFF .02 8 2 .1.0 .0 3.50 2.00 3.39 .62 41..78 2228.5 XSECTION 3 ADDHYD .07 8 2 .1.0 .0 3.50 2.00 2.71. .99 90.56 1.31.7.2 STRUCTURE 1.0 RESVOR .07 8 2 .1.0 .0 3.50 2.00 2.71. 81.0.45 1.. 97 40.91- 595.1. ALTERNATE 3 STORM 99 + XSECTION 1. RUNOFF .05 8 2 .1.0 .0 3.87 3.00 2.79 1.. 52 54.72 1.094.4 XSECTION 2 RUNOFF .02 8 2 .1.0 .0 3.87 3.00 3.76 .85 31.1.0 1658.7 XSECTION 3 ADDHYD .07 8 2 .1.0 .0 3.87 3.00 3.06 1.. 46 76.74 1.116.2 STRUCTURE 1.0 RESVOR .07 8 2 .10 .0 3.87 3.00 3.06 81.0.43 2.43 38.68 562.5 ALTERNATE 6 STORM 99 + XSECTION 1. RUNOFF .05 8 2 .10 .0 4.50 6.00 3.39 2.70 34.80 696.0 XSECTION 2 RUNOFF .02 8 2 .1.0 .0 4.50 6.00 4.38 1.. 75 1.8.1.3 966.9 XSECTION 3 ADDHYD .07 8 2 .1.0 .0 4.50 6.00 3.66 2.65 49.72 723.2 STRUCTURE 10 RESVOR .07 8 2 .1.0 .0 4.50 6.00 3.67 81.0.37 3.39 33.39 485.6 ALTERNATE 1.2 STORM 99 + XSECTION 1. RUNOFF .05 8 2 .10 .0 5.16 12.00 4.03 3.83 21.50 430.0 XSECTION 2 RUNOFF .02 8 2 .1.0 .0 5.1.6 1.2.00 5.03 3.55 10.41 555.0 XSECTION 3 ADDHYD .07 8 2 .10 .0 5.16 12.00 4.30 3.60 30.90 449.5 STRUCTURE 1.0 RESVOR .07 8 2 .1.0 .0 5.1.6 12.00 4.30 810.28 5.96 25.51 371.1. ALTERNATE 24 STORM 99 + XSECTION 1 RUNOFF .05 8 2 .10 .0 6.00 24.00 4.84 7.30 1.3 . 51 270.1 XSECTION 2 RUNOFF .02 8 2 .1.0 .0 6.00 24.00 5.87 7.10 5.97 318.5 XSECTION 3 ADDHYD .07 8 2 .1.0 .0 6.00 24.00 5.1.2 7.1.6 19.48 283.4 STRUCTURE 1.0 RESVOR .07 8 2 .1.0 .0 6.00 24.00 5.1.2 81.0.1.9 1.0.79 1.6.94 246.3 ALTERNATE 1. STORM 2 + XSECTION 1. RUNOFF .05 8 2 .10 .0 1.25 1.. 00 .49 .89 20.1.5 403.0 XSECTION 2 RUNOFF .02 8 2 .10 .0 1.. 25 1.. 00 1.16 .33 29.18 1556.1. XSECTION 3 ADDHYD .07 8 2 .10 .0 1.25 1..00 .68 .80 30.1.3 438.2 STRUCTURE 10 RESVOR .07 8 2 .10 .0 1.. 25 1..00 .68 81.0.1.3 1.28 11.93 173.5 ALTERNATE 2 STORM 2 + XSECTION 1 RUNOFF .05 8 2 .10 .0 1.52 2.00 .70 1.. 22 18.43 368.6 XSECTION 2 RUNOFF .02 8 2 .10 .0 1.52 2.00 1.41- .62 17.77 947.9 r::=J CJ CJ CJ t:=J CJ r=J [=:J CJ CJ CJ t=J t::::J CJ LJ ~ r:=J r::=J CJ XSECTION 3 ADDHYD .07 8 2 .10 .0 1. 52 2.00 .90 .99 27.56 400.9 1 TR20 XEQ 09-12-02 20:29 CLARIAN NORTH - off site pond calcB without Clarian JOB 1 SUMMARY REV PC 09/83(.2) 02222off.t20, 09/07/02, 2- 10- & 100- YEAR STORMS PAGE 22 SUMMARY TABLE 1 - SELECTED RESULTS OF STANDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER PERFORMED (A STAR(.) AFTER THE PEAK DISCHARGE TIME AND RATE (CFS) VALUES INDICATES A FLAT TOP HYDROGRAPH A QUESTION MARK(?) INDICATES A HYDROGRAPH WITH PEAK AS LAST POINT.) SECTION/ STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK DISCHARGE STRUCTURE CONTROL DRAINAGE TABLE MOIST TIME ------------------------- RUNOFF -------------------------------------- ID OPERATION AREA # COND INCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE (SQ MI) (HR) (HR) (IN) (HR) (IN) (FT) (HR) (CFS) (CSM) ALTERNATE 2 STORM 2 + STRUCTURE 10 RESVOR .07 8 2 .10 .0 1.52 2.00 .90 810.15 2.01 13 .55 197.2 ALTERNATE 3 STORM 2 + XSECTION 1 RUNOFF .05 8 2 .10 .0 1.68 3.00 .83 1.62 16.27 325.4 XSECTION 2 RUNOFF .02 8 2 .10 .0 1.68 3.00 1.57 .86 13 .22 704.9 XSECTION 3 ADDHYD .07 8 2 .10 .0 1.68 3.00 1.03 1.48 25.02 364.0 STRUCTURE 10 RESVOR .07 8 2 .10 .0 1. 68 3.00 1.03 810.14 2.62 12.99 188.9 ALTERNATE 6 STORM 2 + XSECTION 1 RUNOFF .05 8 2 .10 .0 1. 98 6.00 1.08 2.88 11. 54 230.9 XSECTION 2 RUNOFF .02 8 2 .10 .0 1. 98 6.00 1. 86 1.80 7.77 414.3 XSECTION 3 ADDHYD .07 8 2 .10 .0 1. 98 6.00 1.29 2.70 17.69 257.3 STRUCTURE 10 RESVOR .07 8 2 .10 .0 1. 98 6.00 1.29 810.13 3.53 11.44 166.4 ALTERNATE 12 STORM 2 + XSECTION 1 RUNOFF .05 8 2 .10 .0 2.40 12.00 1.44 5.48 7.86 157.2 XSECTION 2 RUNOFF .02 8 2 .10 .0 2.40 12.00 2.28 3.60 4.73 252.4 XSECTION 3 ADDHYD .07 8 2 .10 .0 2.40 12.00 1.67 5.36 11.78 171.3 STRUCTURE 10 RESVOR .07 8 2 .10 .0 2.40 12.00 1.67 810.11 6.06 9.85 143.3 ALTERNATE 24 STORM 2 + XSECTION 1 RUNOFF .05 8 2 .10 .0 2.64 24.00 1.66 10.80 4.54 90.7 XSECTION 2 RUNOFF .02 8 2 .10 .0 2.64 24.00 2.52 7.20 2.61 139.0 XSECTION 3 ADDHYD .07 8 2 .10 .0 2.64 24.00 1.89 7.20 6.77 98.4 STRUCTURE 10 RESVOR .07 8 2 .10 .0 2.64 24.00 1. 89 810.07 10.94 6.36 92.5 1 TR20 XEQ 09-12-02 20:29 CLARIAN NORTH - offsite pond calcs without Clarian JOB 1 SUMMARY REV PC 09/83(.2) 02222off.t20, 09/07/02, 2- 10- & 100- YEAR STORMS PAGE 23 (=:J c=J l::=:J CJ CJ r=J CJ CJ CJ CJ CJ CJ CJ CJ CJ t=J t=J CJ CJ SUMMARY TABLE 3 - DISCHARGE (CFS) AT XSECTIONS AND STRUCTURES FOR ALL STORMS AND ALTERNATES XSECTION/ DRAINAGE STRUCTURE AREA STORM NUMBERS..... ..... ID (SQ MI) 2 10 99 0 STRUCTURE 10 .07 E1\ s1\ r-",lt:r (~('..\D \1 \ 0 r---.l Offs \1' 't yx.:;,0l \~ + ALTERNATE 1 11.93 22.75 37.85 ALTERNATE 2 Q3.55 25.36 40.9~J Ei- \ ~ i \ r-l b- :PC)f'-.1 \) DISC\-\A'Y2. be~ ALTERNATE 3 12.99 24.05 38.68 ALTERNATE 6 11.44 21.14 33.39 ALTERNATE 12 9.85 16.59 25.51 ALTERNATE 24 6.36 10.88 16.94 0 XSECTION 1 .05 + ALTERNATE 1 20.15 43.29 76.48 ALTERNATE 2 18.43 38.47 65.52 ALTERNATE 3 16.27 32.79 54.72 ALTERNATE 6 11. 54 21. 94 34.80 ALTERNATE 12 7.86 13.36 21. 50 ALTERNATE 24 4.54 8.14 13.51 0 XSECTION 2 .02 + ALTERNATE 1 29.18 46.67 69.15 ALTERNATE 2 17.77 28.48 41.78 ALTERNATE 3 13.22 21.17 31.10 ALTERNATE 6 7.77 12.52 18.13 ALTERNATE 12 4.73 7.14 10.41 ALTERNATE 24 2.61 4.05 5.97 0 XSECTION 3 .07 + ALTERNATE 1 30.13 59.68 101.26 ALTERNATE 2 27.56 54.39 90.56 ALTERNATE 3 25.02 47.41 76.74 ALTERNATE 6 17.69 32.08 49.72 ALTERNATE 12 11.78 19.52 30.90 ALTERNATE 24 6.77 12.14 19.48 lEND OF 1 JOBS IN THIS RUN o o o o o o o o o o o o o o o o o o ID APPENDIX C PROPOSED OFF-SITE DRAINAGE INFORMATION & TR-20 OUTPUT 101 ST STREET STORM SEWER CALCULATIONS AND HGL COMPUTATIONS o o o o D o o o o o o o o o o o o o o STAGE STORAGE CALCULATIONS CLARIAN NORTH DEVELOPMENT ACE JOB #IN20020222 Offsite Pond Proposed Storage Curve 9/15/2002 Stage Storage Calculations EI~vati()r'li(ft) N~~,'(acr~s). Ave; Ar.eCl'( Ci~r€ls)' .. ;p'~pth{i(ft)' " Vofume,(acre-,ft) ,>r.V()I,(a(;re~rt): ... 809.5 1 1 .78 0 1 1 .93 0.50 5.96 81 0.00 1 1 .84 5.96 1 1 .96 1 .00 1 1 .96 81 1 .00 1 2.07 1 7.92 Weir Flow Calculations Invert of weir = 809.50 ft ,.'EI€lYCition;..:(ft) .1'... Q;:(Qfs) ..., .....12.., 809.50 0.00 0.00 810.00 0.50 8.49 811.00 1.50 44.09 Q = CLH3/2 C= 3 L = 8.0 ft sta 110 d:\2002\0222\drainage stor _disch.offsite.xls 9/16/2002 t::=J E:J CJ CJ r=J r:=; t=J t=J CJ CJ E:J t::=J ~ t::=J CJ CJ CJ CJ CJ 1 ******************80-80 LIST OF INPUT DATA FOR TR-20 HYDROLOGY****************** JOB TR-20 SUMMARY NO PLOTS TITLE CLARIAN NORTH - offsite pond cales with Clarian & Bonbar pr outlet TITLE 02222of6.t20. 09/12/02. 2- 10- & 100- YEAR STORMS 5 RAINFL 7 .05 8 O. .1 .20 .304 .408 8 .479 .55 .587 .625 .656 HUFF1 8 .688 .727 .767 .799 .831 8 .864 .897 .923 .95 .975 8 1. 1. 1. 1. 1. 9 ENDTBL 5 RAINFL 8 .05 8 O. .033 .065 .123 .181 8 .26 .359 .447 .529 .61 HUFF2 8 .679 .725 .765 .802 .838 8 .872 .907 .933 .959 .979 8 1. 1. 1. 1. 1. 9 ENDTBL 5 RAINFL 9 .05 8 O. .026 .053 .084 .116 8 .143 .171 .207 .242 .31 HUFF3 8 .378 .481 .583 .682 .78 8 .834 .887 .92 .953 .976 8 1. 1. 1. 1. 1. 9 ENDTBL 3 STRUCT 10 8 809.5 O. O. 8 810. 8.5 5.94 8 811. 44. 17.86 9 ENDTBL 6 RUNOFF 1 001 1 0.01285 90. 0.53 1 1 0 1 0 1 6 RUNOFF 1 002 2 0.01875 99. 0.02 1 1 0 1 0 1 6 ADDHYD 4 003 1 2 3 6 RUNOFF 1 004 4 0.03714 86. 0.18 1 1 0 1 0 1 6 ADDHYD 4 005 3 4 5 6 RUNOFF 1 006 6 0.04165 96. 0.55 1 1 0 1 0 1 6 ADDHYD 4 007 5 6 7 6 RESVOR 2 10 7 1 810.0 ENDATA 7 INCREM 6 0.10 ENDCMP 1 7 COMPUT 7 001 10 0.00 1. 96 1. 8 2 1 10 ENDCMP 1 7 COMPUT 7 001 10 0.00 2.40 2. 8 2 2 10 ENDCMP 1 7 COMPUT 7 001 10 0.00 2.65 3. 8 2 3 10 ENDCMP 1 1 **********************80-80 LIST OF INPUT DATA (CONTINUED)**************.******* 7 COMPUT 7 001 10 0.00 3.12 6. 8 2 6 10 CJ CJ c:J c:J CJ eJ c=J c:J CJ c:J t=J CJ CJ t:=J r:=J CJ CJ l:::J t=J ENDCMP 1 7 COMPUT 7 001 10 0.00 3.60 12. 8 2 12 10 ENDCMP 1 7 COMPUT 7 001 10 0.00 4.08 24. 8 2 24 10 ENDCMP 1 7 COMPUT 7 001 10 0.00 2.88 1. 8 2 1 99 ENDCMP 1 7 COMPUT 7 001 10 0.00 3.50 2. 8 2 2 99 ENDCMP 1 7 COMPUT 7 001 10 0.00 3.87 3. 8 2 3 99 ENDCMP 1 7 COMPUT 7 001 10 0.00 4.50 6. 8 2 6 99 ENDCMP 1 7 COMPUT 7 001 10 0.00 5.16 12. 8 2 12 99 ENDCMP 1 7 COMPUT 7 001 10 0.00 6.00 24. 8 2 24 99 ENDCMP 1 7 COMPUT 7 001 10 0.00 1.25 1. 8 2 1 2 ENDCMP 1 7 COMPUT 7 001 10 0.00 1.52 2. 8 2 2 2 ENDCMP 1 7 COM PUT 7 001 10 0.00 1.68 3. 8 2 3 2 ENDCMP 1 7 COMPUT 7 001 10 0.00 1. 98 6. 8 2 6 2 ENDCMP 1 7 COM PUT 7 001 10 0.00 2.40 12. 8 2 12 2 ENDCMP 1 7 COMPUT 7 001 10 0.00 2.64 24. 8 2 24 2 ENDJOB 2 O*******************************END OF 80-80 LIST.***.*****.*************.******* EXECUTIVE CONTROL OPERATION INCREM RECORD ID + MAIN TIME INCREMENT .10 HOURS EXECUTIVE CONTROL OPERATION ENDCMP RECORD ID + COMPUTATIONS COMPLETED FOR PASS 1 EXECUTIVE CONTROL OPERATION COMPUT RECORD ID + + FROM XSECTION 1 STARTING TIME = .00 ALTERNATE NO.= 1 TO STRUCTURE 10 RAIN DEPTH = 1.96 RAIN DURATION= 1.00 RAIN TABLE NO.= 8 STORM NO.=10 MAIN TIME INCREMENT = .10 HOURS ANT. MOIST. COND= 2 OPERATION RUNOFF CROSS SECTION 1 PEAK TIME(HRS) .83 PEAK DISCHARGE (CFS) 11.13 PEAK ELEVATION(FEET) (RUNOFF) TIME (HRS) .00 1. 00 2.00 DISCHG DISCHG DISCHG FIRST HYDROGRAPH .00 10.04 .23 POINT .00 8.91 .14 .00 HOURS .02 7.37 .08 TIME INCREMENT 1.63 3.72 .02 .10 4.36 2.37 .01 HOURS 7.65 1.49 .00 DRAINAGE AREA = 10.13 11.07 .94 .59 .01 SQ.MI. 10.84 .37 .32 5.48 .04 E":J t==J RUNOFF VOLUME ABOVE BASEFLOW = ~.06 WATERSHED INCHES. t=J r=l t=J CJ ~ OPERATION RUNOFF CROSS SECTION 2 TIME (HRS) .00 1.00 PEAK TIME(HRS) .32 PEAK DISCHARGE (CFS) 46.67 FIRST HYDROGRAPH POINT DISCHG .00 ~0.78 DISCHG 9.92 CJ CJ CJ r=J 8.78 CFS-HRS. .73 ACRE-FEET; PEAK ELEVATION(FEET) (RUNOFF) .00 HOURS TIME INCREMENT = .~O HOURS 25.72 45.93 38.53 32.51 18.89 RUNOFF VOLUME ABOVE BASEFLOW ~.88 WATERSHED INCHES. OPERATION RUNOFF CROSS SECTION 4 TIME (HRS) .00 1. 00 1 PEAK TIME(HRS) .56 PEAK DISCHARGE(CFS) 34.48 FIRST HYDROGRAPH POINT DISCHG .00 .00 DISCHG ~7.65 10.64 .00 HOURS .02 2.98 TR20 XEQ 09-12-02 2~:13 REV PC 09/83 (.2) 22.78 CFS-HRS, 1. 88 ACRE-FEET; LJ CLARIAN NORTH - off site pond cales with Clarian & Bonbar pr outlet 02222of6.t20, 09/12/02. 2- 10- & 100- YEAR STORMS RUNOFF VOLUME ABOVE BASEFLOW .82 WATERSHED INCHES. OPERATION RUNOFF TIME (HRS) .00 1. 00 2.00 CROSS SECTION 6 PEAK TIME(HRS) .78 PEAK DISCHARGE(CFS) 51. 22 FIRST HYDROGRAPH POINT .00 .02 43.01 37.24 1.08 .66 .00 HOURS .70 30.50 .39 DISCHG DISCHG DISCHG 4.24 22.87 .22 RUNOFF VOLUME ABOVE BASE FLOW ~.53 WATERSHED INCHES, + EXECUTIVE CONTROL OPERATION ENDCMP COMPUTATIONS COMPLETED FOR PASS 2 + + EXECUTIVE CONTROL OPERATION COMPUT FROM XSECTION 1 PEAK ELEVATION(FEET) (RUNOFF) TIME INCREMENT = .10 HOURS 3.92 19.96 33.23 33.85 .75 .18 .03 ~9. 56 CFS-HRS. 1.62 ACRE-FEET; STARTING TIME = .00 ALTERNATE NO.= 2 TO STRUCTURE 10 RAIN DEPTH = 2.40 RAIN DURATION= 2.00 RAIN TABLE NO.= 8 STORM NO.=10 MAIN TIME INCREMENT = .10 HOURS PEAK ELEVATION(FEET) (RUNOFF) TIME INCREMENT = .~O ~3.27 27.13 15.8~ ~0.30 .13 .06 HOURS 40.93 6.56 .03 41.25 CFS-HRS, 3.4~ ACRE-FEET; r::=J BASEFLOW = DRAINAGE AREA = 17.00 16.53 BASEFLOW DRAINAGE AREA = 27.14 24.07 BASEFLOW DRAINAGE AREA = 49.54 51.~6 4.22 2.71 .01 .00 BASEFLOW = CJ CJ .00 CFS .02 SQ.MI. 12.28 .00 CFS .04 SQ.MI. 21. 61 JOB 1 .00 CFS .04 SQ.MI. 48.02 1. 73 .00 CFS RECORD ID RECORD ID ANT. MOIST. COND= 2 CJ PASS PAGE CJ 2 ~ t=J ~ y. l:=:J c=:J CJ t:=J CJ ~ CJ OPERATION RUNOFF CROSS SECTION 1 PEAK TIME(HRS) 1.17 PEAK DISCHARGE (CFS) 9.89 CJ [=:J t::=J t::=J CJ t::=J r::=J TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .01 SQ.MI. .00 DISCHG .00 .00 .00 .01 .12 .52 1.56 3.24 5.33 7.30 1. 00 DISCHG 8.85 9.71 9.86 9.32 8.51 7.73 7.12 6.64 6.21 5.73 2.00 DISCHG 5.22 4.61 3.83 2.87 1.95 1.25 .77 .48 .30 .19 3.00 DISCHG .12 .07 .04 .02 .01 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW 1.44 WATERSHED INCHES, OPERATION RUNOFF TIME (HRS) 1 CROSS SECTION 2 PEAK TIME(HRS) .62 1.56 1. 75 PEAK DISCHARGE (CFS) 28.48 10.37 7.75 FIRST HYDROGRAPH POINT .00 HOURS CJ PEAK ELEVATION(FEET) (RUNOFF) 11.95 CFS-HRS, .99 ACRE-FEET; BASEFLOW DRAINAGE AREA TR20 XEQ 09-12-02 21:13 REV PC 09/83(.2) CLARIAN NORTH - offsite pond cales with Clarian & Bonbar pr outlet 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS .00 1. 00 2.00 DISCHG DISCHG DISCHG .00 19.95 6.08 7.40 11.57 5.05 13.30 15.45 10.71 RUNOFF VOLUME ABOVE BASEFLOW 2.29 WATERSHED INCHES, OPERATION RUNOFF CROSS SECTION 4 TIME (HRS) .00 1. 00 2.00 PEAK TIME(HRS) .97 PEAK DISCHARGE (CFS) 27.95 FIRST HYDROGRAPH POINT .00 .00 27.78 24.46 9.86 6.57 .00 HOURS .00 19.61 1. 88 DISCHG DISCHG DISCHG .00 17.12 .47 RUNOFF VOLUME ABOVE BASEFLOW 1.16 WATERSHED INCHES, OPERATION RUNOFF CROSS SECTION 6 PEAK TIME(HRS) 1.11 PEAK DISCHARGE (CFS) 43.27 TIME (HRS) FIRST HYDROGRAPH POINT .00 DISCHG .00 .00 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) (RUNOFF) TIME INCREMENT = .10 HOURS 16.12 10.42 22.43 9.84 28.37 10.13 27.72 CFS-HRS, 2.29 ACRE-FEET; PEAK ELEVATION(FEET) (RUNOFF) TIME INCREMENT = .10 .29 3.61 16.03 15.47 .11 .02 HOURS 11.39 15.29 27.85 CFS-HRS, 2.30 ACRE-FEET; PEAK ELEVATION(FEET) (RUNOFF) .00 HOURS TIME INCREMENT .10 HOURS .10 .75 2.95 7.18 13.74 25.32 7.53 23.65 7.53 BASEFLOW DRAINAGE AREA = 19.54 23.99 14.25 12.48 BASEFLOW DRAINAGE AREA = 22.04 30.46 .00 CFS .02 SQ.MI. JOB 1 23.39 5.79 .00 CFS .04 SQ.MI. 26.83 11.14 .00 CFS .04 SQ.MI. 37.14 c=; PASS 3 PAGE 2 r=J r=J CJ ,-..----- -~-- t=J r=J CJ a==; CJ CJ r:=-: c=; r::::=J r::::=J r=J CJ c:J CJ -== c:; ~ ~ t=:=J 1. 00 DISCHG 41. 48 43.26 42.00 38.84 34.79 30.98 27.93 25.63 23.63 21. 60 2.00 DISCHG 19.52 17.20 14.36 10.91 7.61 4.92 3.14 1. 98 1.25 .80 3.00 DISCHG .50 .31 .19 .11 .06 .03 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW 1.96 WATERSHED INCHES, 52.74 CFS-HRS, 4.36 ACRE-FEET; BASEFLOW .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP RECORD ID + COMPUTATIONS COMPLETED FOR PASS 3 EXECUTIVE CONTROL OPERATION COMPUT RECORD ID + + FROM XSECTION 1 STARTING TIME = .00 ALTERNATE NO.: 3 TO STRUCTURE 10 RAIN DEPTH = 2.65 RAIN DURATION= 3.00 RAIN TABLE NO.= 8 STORM NO.=10 MAIN TIME INCREMENT = .10 HOURS ANT. MOIST. COND= 2 OPERATION RUNOFF CROSS SECTION 1 PEAK TIME (HRS) 1.56 PEAK DISCHARGE(CFS) 8.43 PEAK ELEVATION(FEET) (RUNOFF) 1 TR20 XEQ 09-12-02 21:13 REV PC 09/83 (.2) CLARIAN NORTH - off site pond cales with Clarian & Bonbar pr outlet 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS JOB 1 PASS 4 PAGE 3 TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA : .01 SQ.M!. .00 DISCHG .00 .00 .00 .00 .01 .06 .27 .72 1.52 2.66 1. 00 DISCHG 4.03 5.41 6.58 7.41 8.00 8.35 8.41 8.11 7.49 6.78 2.00 DISCHG 6.14 5.63 5.26 4.99 4.80 4.64 4.44 4.19 3.91 3.62 3.00 DISCHG 3.35 3.04 2.58 1.97 1.36 .87 .54 .34 .21 .13 4.00 DISCHG .08 .05 .03 .02 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW 1.66 WATERSHED INCHES, 13.80 CFS-HRS, 1.14 ACRE-FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 2 PEAK TIME (HRS) .85 1.16 2.35 2.56 PEAK DISCHARGE (CFS) 21.17 17 .45 7.70 5.55 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) (RUNOFF) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .02 SQ.M!. .00 DISCHG .00 2.76 4.85 5.68 11.29 11.74 11.96 16.50 20.81 20.92 1. 00 DISCHG 18.65 17.42 17.43 17.23 14.70 14.68 9.80 8.53 8.52 7.89 2.00 DISCHG 7.67 7.67 7.25 7.46 7.46 5.54 5.55 5.54 4.27 4.48 3.00 DISCHG 4.48 RUNOFF VOLUME ABOVE BASEFLOW 2.54 WATERSHED INCHES, 30.70 CFS-HRS, 2.54 ACRE-FEET; BASEFLOW .00 CFS CJ CJ LJ CJ ~ L::J CJ CJ CJ ~ CJ CJ CJ OPERATION RUNOFF CROSS SECTION 4 PEAK TIME(HRS) 1.40 2.37 PEAK DISCHARGE (CFS) 22.31 11.77 PEAK ELEVATION (FEET) (RUNOFF) (RUNOFF) CJ r:::=:J TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .04 SQ.MI. .00 DISCHG .00 .00 .00 .00 .00 .04 1. 00 3.77 7.91 13.35 1. 00 DISCHG 17.24 19.23 20.38 21.49 22.30 21. 38 18.83 15.49 13.67 12.74 2.00 DISCHG 12.20 11.98 11.75 11. 53 11. 71 10.88 9.48 9.09 8.36 7.39 3.00 DISCHG 7.30 4.96 1.40 .35 .08 .01 RUNOFF VOLUME ABOVE BASEFLOW 1.37 WATERSHED INCHES, 32.73 CFS-HRS, 2.70 ACRE-FEET; BASEFLOW OPERATION RUNOFF CROSS SECTION 6 PEAK TIME(HRS) 1.47 PEAK DISCHARGE (CFS) 35.24 PEAK ELEVATION(FEET) (RUNOFF) TIME (HRS) 1 FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA TR20 XEQ 09-12-02 21:13 CLARIAN NORTH - off site pond cales with C1arian & Bonbar pr outlet REV PC 09/83(.2) 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS .00 DISCHG .00 .00 .02 .16 .85 2.47 5.25 8.94 13.31 1. 00 DISCHG 23.77 28.64 32.01 34.07 35.06 35.19 34.47 32.58 29.75 2.00 DISCHG 23.82 21. 59 19.89 18.68 17.76 17.01 16.19 15.23 14.20 3.00 DISCHG 12.12 11.00 9.41 7.29 5.14 3.34 2.09 1.35 .85 4.00 DISCHG .34 .21 .13 .08 .04 .02 .01 .00 RUNOFF VOLUME ABOVE BASE FLOW 2.21 WATERSHED INCHES, 59.31 CFS-HRS, 4.90 ACRE-FEET; BASE FLOW EXECUTIVE CONTROL OPERATION ENDCMP + COMPUTATIONS COMPLETED FOR PASS 4 EXECUTIVE CONTROL OPERATION COMPUT + + FROM XSECTION 1 ANT. MOIST. COND= 2 STARTING TIME = .00 ALTERNATE NO.= 6 TO STRUCTURE 10 RAIN DEPTH = 3.12 RAIN DURATION= 6.00 RAIN TABLE NO. = 8 STORM NO.=10 MAIN TIME INCREMENT = .10 HOURS OPERATION RUNOFF CROSS SECTION 1 PEAK TIME(HRS) 2.80 PEAK DISCHARGE (CFS) 5.64 PEAK ELEVATION(FEET) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 DISCHG .00 .00 .00 HOURS TIME INCREMENT .10 HOURS .00 .00 .00 .00 .00 DRAINAGE AREA = .00 .03 .00 CFS .04 SQ.MI. JOB 1 18.41 26.63 13 .14 .54 .00 CFS RECORD ID RECORD ID .01 SQ.MI. .12 CJ PASS 4 PAGE 4 LJ CJ c=J CJ E.J r: r=:J ~ LJ r:=J r::==; 1. 00 DISCHG .29 .54 .83 1.16 2.00 DISCHG 4.74 5.04 5.24 5.36 3.00 DISCHG 5.49 5.31 5.02 4.65 4.00 DISCHG 3.02 2.94 2.89 2.84 5.00 DISCHG 2.62 2.50 2.36 2.24 6.00 DISCHG 1. 70 1.63 1.44 1.11 7.00 DISCHG .05 .03 .02 .01 RUNOFF VOLUME ABOVE BASEFLOW 2.09 WATERSHED INCHES, OPERATION RUNOFF CROSS SECTION 2 PEAK TIME (HRS) 1. 75 2.60 2.95 4.68 PEAK DISCHARGE (CFS) 12.52 10.16 9.02 4.40 . I t::=J .~ E:J L-:=J CJ CJ E:J ~ t::=J CJ 1.55 2.02 2.54 3.11 3.72 4.29 5.44 5.50 5.55 5.61 5.64 5.61 4.26 3.91 3.64 3.43 3.26 3.12 2.80 2.76 2.73 2.71 2.71 2.69 2.17 2.11 2.03 1.92 1. 82 1. 75 .77 .48 .30 .19 .12 .07 .01 .00 17.35 CFS-HRS, 1. 43 ACRE-FEET; BASEFLOW .00 CFS PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) (RUNOFF) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .02 SQ.MI. .00 DISCHG .00 .62 2.10 2.82 3.11 3.34 3.49 6.63 6.81 6.93 1. 00 DISCHG 7.01 7.07 7.11 9.73 9.77 9.81 12.32 12.34 12.36 11.00 2.00 DISCHG 11. 00 11.01 10.27 10.27 10.28 10.15 10.16 10.15 8.65 8.66 1 TR20 XEQ 09-12-02 21:13 REV PC 09/83(.2) CLARIAN NORTH - off site pond cales with Clarian & Bonbar pr outlet 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS 5 5 3.00 4.00 5.00 6.00 DISCHG DISCHG DISCHG DISCHG 8.66 4.52 3.27 2.64 5.77 4.52 3.27 5.77 4.52 3.27 5.77 4.27 3.27 RUNOFF VOLUME ABOVE BASEFLOW 3.00 WATERSHED INCHES, OPERATION RUNOFF CROSS SECTION 4 PEAK TIME(HRS) 2.69 4.76 5.35 5.95 PEAK DISCHARGE (CFS) 14.55 7.37 5.58 4.67 JOB 1 PASS PAGE 5.02 4.27 3.26 5.02 4.27 2.51 5.02 4.40 2.51 4.64 4.40 2.51 4.65 4.39 2.64 4.64 3.27 2.64 36.30 CFS-HRS, 3.00 ACRE-FEET; BASEFLOW .00 CFS PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) (RUNOFF) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .04 SQ.MI. .00 DISCHG .00 .00 .00 .00 .00 .00 .00 .00 .00 .10 1.00 DISCHG .69 1.52 2.35 3.60 5.24 6.51 8.27 10.44 11.90 12.53 2.00 DISCHG 12.66 13.14 13.37 13 .40 13.70 14.00 14.26 14.55 14.11 13 .28 3.00 DISCHG 13.15 11.79 9.74 9.18 8.70 8.15 8.01 7.82 7.56 7.51 4.00 DISCHG 7.45 7.38 7.38 7.27 7.10 7.07 7.14 7.26 7.32 6.73 5.00 DISCHG 5.84 5.58 5.53 5.52 5.53 5.12 4.51 4.34 4.37 4.47 6.00 DISCHG 4.50 3.05 .86 .22 .05 .01 RUNOFF VOLUME ABOVE BASEFLOW 1.76 WATERSHED INCHES, 42.29 CFS-HRS, 3.49 ACRE-FEET; BASEFLOW .00 CFS CJ L~ EJ r=J CJ CJ r--=:J t='=:J CJ t=J LJ L ! L! L~ EJ OPERATION RUNOFF CROSS SECTION 6 PEAK TIME(HRS) 2.23 PEAK DISCHARGE (CFS) 22.76 PEAK ELEVATION(FEET) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .04 SQ.MI. .00 DISCHG .00 .00 .00 .01 .06 .25 .63 1.30 2.34 3.79 1. 00 DISCHG 5.42 7.04 8.45 9.79 11.26 12.98 14.81 16.80 18.82 20.63 2.00 DISCHG 21.87 22.52 22.75 22.69 22.51 22.30 22.12 21. 98 21. 80 21.43 3.00 DISCHG 20.84 20.01 18.85 17.37 15.87 1.4.50 1.3.39 12.55 11.86 11.33 4.00 DISCHG 1.0.91 1.0.59 1.0.35 1.0.1.6 9.98 9.81. 9.66 9.57 9.53 9.46 5.00 DISCHG 9.22 8.80 8.32 7.92 7.63 7.40 7.1.2 6.75 6.39 6.1.2 6.00 DISCHG 5.94 5.68 5.04 4.00 2.84 1.85 1.1.6 .75 .48 .30 7.00 DISCHG .1.9 .1.2 .07 .05 .03 .01. .01 .00 RUNOFF VOLUME ABOVE BASEFLOW 2.67 WATERSHED INCHES, n.n CFS-HRS, 5.93 ACRE-FEET; BASEFLOW .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP + RECORD ID COMPUTATIONS COMPLETED FOR PASS 5 1. TR20 XEQ 09-1.2-02 21.:1.3 REV PC 09/83(.2) CLARIAN NORTH -' offsite pond cales with Clarian & Bonbar pr outlet 02222of6.t20, 09/12/02, 2- 1.0- & 1.00- YEAR STORMS JOB 1. EXECUTIVE CONTROL OPERATION COMPUT RECORD ID + + FROM XSECTION 1. TO STRUCTURE 1.0 RAIN DEPTH = 3.60 RAIN DURATION= 1.2.00 RAIN TABLE NO.= 8 STORM NO.=1.0 MAIN TIME INCREMENT = .1.0 HOURS ANT. MOIST. COND= 2 STARTING TIME = .00 ALTERNATE NO.=1.2 OPERATION RUNOFF CROSS SECTION 1. PEAK TIME(HRS) PEAK DISCHARGE (CFS) PEAK ELEVATION(FEET) 5.44 3.43 (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .1.0 HOURS DRAINAGE AREA = .01. SQ.MI. 1..00 DISCHG .00 .00 .00 .01 .03 .08 .16 .26 .38 .50 2.00 DISCHG .62 .73 .84 .94 1.03 1.1.4 1.28 1.47 1.67 1. 85 3.00 DISCHG 2.00 2.1.5 2.34 2.56 2.79 3.00 3.1.7 3.29 3.35 3.37 4.00 DISCHG 3.37 3.37 3.38 3.40 3.40 3.39 3.37 3.36 3.36 3.37 5.00 DISCHG 3.39 3.40 3.41. 3.42 3.43 3.43 3.39 3.31. 3.22 3.1.4 6.00 DISCHG 3.10 3.04 2.91 2.72 2.51 2.33 2.23 2.15 2.08 2.01 7.00 DISCHG 1.94 1.. 89 1. 85 1. 83 1. 80 1. 77 1. 74 l.n 1. 70 1.69 8.00 DISCHG 1..68 1.67 1.66 1.65 1.65 1.64 1. 63 1.61 1.60 1.58 9.00 DISCHG 1.57 1. 57 1.57 1.58 1.59 1. 60 1.60 1.59 1.55 1.47 1.0.00 DISCHG 1.39 1.32 1.28 1.25 1.23 1.22 1.22 1.21 1.21. 1.20 1.1.00 DISCHG 1.1.7 1. 1.1 1.06 1.01 .98 .96 .96 .96 .96 .97 12.00 DISCHG .97 .94 .83 .65 .45 .28 .18 .11 .07 .04 1.3 . 00 DISCHG .03 .02 .01 .01 .00 I ] PASS PAGE t=J 6 6 ~ r=J CJ --=:=J CJ r:=J CJ :CJ CJ CJ r==J '-1 I J r=J a:=J CJ t::=J I J r=J CJ t==J RUNOFF VOLUME ABOVE BASE FLOW = 2.54 WATERSHED INCHES, 21.06 CFS-HRS, 1.74 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RUNOFF CROSS SECTION 2 PEAK TIME(HRS) PEAK DISCHARGE (CFS) PEAK ELEVATION(FEET) 5.87 5.00 (RUNOFF) 3.60 7.14 (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .02 SQ.MI. .00 DISCHG .00 .00 .62 1.09 1.40 1.61 1. 76 1.81 1.89 1.95 1.00 DISCHG 2.00 2.04 2.08 3.84 3.91 3.96 3.99 4.02 4.05 4.07 2.00 DISCHG 4.08 4.10 4.11 4.12 4.13 5.63 5.64 5.65 5.66 5.67 3.00 DISCHG 5.67 7.12 7.12 7.13 7.13 7.14 7.14 6.35 6.35 6.36 4.00 DISCHG 6.36 6.36 6.36 5.93 5.93 5.93 5.93 5.93 5.93 5.86 5.00 OISCHG 5.86 5.86 5.86 5.86 5.86 5.00 5.00 5.00 5.00 5.00 6.00 DISCHG 5.00 3.33 3.33 3.33 3.33 3.33 3.33 2.90 2.90 2.90 7.00 DISCHG 2.90 2.90 2.90 2.68 2.68 2.68 2.68 2.68 2.68 2.61 8.00 DISCHG 2.61 2.61 2.61 2.61 2.61 2.46 2.46 2.46 2.46 2.46 9.00 DISCHG 2.46 2.54 2.54 2.54 2.54 2.54 2.54 1.88 1.88 1.88 10.00 DISCHG 1. 88 1.88 1. 88 1.88 1. 88 1. 88 1. 88 1.88 1.88 1.45 11.00 DISCHG 1.45 1.45 1.45 1.45 1.45 1.52 1.52 1.52 1. 52 1.52 1 TR20 XEQ 09-12-02 21:13 REV PC 09/83(.2) CLARIAN NORTH - offsite pond cales with Clarian & Bonbar pr outlet 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS JOB 1 12.00 DISCHG 1.52 RUNOFF VOLUME ABOVE BASEFLOW 3.48 WATERSHED INCHES, 42.08 CFS-HRS, 3.48 ACRE-FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 4 PEAK TIME(HRS) 5.37 5.95 9.55 11.95 PEAK DISCHARGE(CFS) 9.04 8.07 4.42 2.79 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) (RUNOFF) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .04 SQ.MI. 1. 00 OISCHG .00 .00 .00 .00 .00 .00 .09 .35 .65 .95 2.00 OISCHG 1.24 1. 51 1.77 2.01 2.24 2.77 3.53 3.99 4.35 4.67 3.00 or SCHG 4.96 5.69 6.68 7.22 7.61 7.94 8.23 8.19 7.95 8.01 4.00 OrSCHG 8.16 8.32 8.48 8.43 8.28 8.31 8.40 8.51 8.61 8.67 5.00 DrSCHG 8.71 8.78 8.86 8.94 9.01 8.65 8.05 7.91 7.91 7.94 6.00 DrSCHG 7.98 7.15 5.88 5.52 5.44 5.43 5.44 5.23 4.89 4.81 7.00 DISCHG 4.79 4.80 4.81 4.70 4.53 4.49 4.49 4.49 4.50 4.47 8.00 DrSCHG 4.42 4.41 4.41 4.42 4.43 4.35 4.24 4.21 4.21 4.21 9.00 OISCHG 4.22 4.27 4.33 4.36 4.37 4.38 4.38 4.02 3.48 3.32 10.00 OISCHG 3.28 3.27 3.28 3.28 3.28 3.28 3.29 3.29 3.29 3.05 11.00 OrSCHG 2.68 2.58 2.55 2.54 2.54 2.59 2.65 2.67 2.68 2.68 12.00 OISCHG 2.68 1.81 .51 .13 .03 .01 RUNOFF VOLUME ABOVE BASEFLOW 2.19 WATERSHED INCHES, 52.38 CFS-HRS, 4.33 ACRE-FEET; BASEFLOW .00 CFS PASS PAGE 6 7 CJ CJ EJ CJ CJ Cl Cl a::=J t:=J CJ CJ CJ CJ E:J t=J OPERATION RUNOFF CROSS SECTION 6 PEAK TIME(HRS) PEAK DISCHARGE (CFS) PEAK ELEVATION (FEET) 3.79 14.20 (RUNOFF) 9.58 5.53 (RUNOFF) 11.95 3.32 (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .04 SQ.MI. .00 DISCHG .00 .00 .00 .00 .00 .00 .03 .12 .27 .50 1. 00 DISCHG .76 1.04 1.32 1.64 2.11 2.76 3.49 4.19 4.79 5.30 2.00 DISCHG 5.72 6.09 6.40 6.66 6.91 7.20 7.67 8.34 9.06 9.70 3.00 DISCHG 10.20 10.64 11.21 11.94 12.70 13.35 13.84 14.11 14.19 14.08 4.00 DISCHG 13.89 13.71 13.61 13.53 13.42 13.25 13 .08 12.94 12.85 12.80 5.00 DISCHG 12.76 12.72 12.69 12.68 12.66 12.61 12.42 12.09 11.73 11.42 6.00 DISCHG 11. 20 10.96 10.51 9.81 9.07 8.44 7.99 7.70 7.44 7.15 7.00 DISCHG 6.90 6.69 6.55 6.45 6.35 6.23 6.12 6.02 5.96 5.92 8.00 DISCHG 5.88 5.84 5.80 5.77 5.74 5.72 5.68 5.62 5.55 5.50 9.00 DISCHG 5.46 5.44 5.45 5.47 5.49 5.52 5.53 5.50 5.36 5.11 10.00 DISCHG 4.83 4.58 4.42 4.32 4.25 4.21 4.18 4.17 4.15 4.12 1 TR20 XEQ 09-12-02 21:13 CLARIAN NORTH - offsite pond cales with Clarian & Bonbar pr outlet REV PC 09/83 (.2) 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS 11.00 DISCHG 4.02 3.84 3.65 3.49 3.38 3.31 3.29 3.29 3.30 12.00 DISCHG 3.31 3.23 2.87 2.28 1.63 1.07 .67 .43 .28 13 .00 DISCHG .11 .07 .04 .03 .02 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW 3.14 WATERSHED INCHES, 84.44 CFS-HRS, 6.98 ACRE-FEET; BASEFLOW EXECUTIVE CONTROL OPERATION ENDCMP + COMPUTATIONS COMPLETED FOR PASS 6 EXECUTIVE CONTROL OPERATION COMPUT + + FROM XSECTION 1 ANT. MOIST. COND= 2 STARTING TIME = .00 ALTERNATE NO.=24 TO STRUCTURE 10 RAIN DEPTH = 4.08 RAIN DURATION= 24.00 RAIN TABLE NO.= 8 STORM NO.=10 MAIN TIME INCREMENT = .10 HOURS OPERATION RUNOFF CROSS SECTION 1 PEAK TIME(HRS) 10.79 7.30 PEAK DISCHARGE (CFS) 2.02 2.09 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) JOB 1 3.31 .17 .00 CFS RECORD ID RECORD ID TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .01 SQ.MI. 2.00 DISCHG .00 .00 .00 .01 .01 .03 .05 .08 .12 .16 3.00 DISCHG .21 .25 .29 .34 .38 .41 .45 .48 .52 .55 4.00 DISCHG .58 .61 .64 .67 .69 .72 .74 .76 .79 .82 5.00 DISCHG .88 .96 1. 05 1.13 1.19 1.24 1.28 1.32 1.35 1.38 CJ PASS PAGE r::=J 6 8 a==J a=J CJ CJ a=:J t::=J CJ I J EJ Cl CJ c:J a:::=J CJ CJ a==J a::=J L:J r:=J CJ CJ 6.00 DISCHG 1.41 1.44 1.51 1. 61 1. 71 1. 80 1.87 1.92 1.96 2.00 7.00 DISCHG 2.03 2.05 2.08 2.09 2.09 2.06 2.03 2.00 1.99 1.99 8.00 DISCHG 1.99 2.00 2.00 2.01 2.02 2.03 2.02 2.00 1.98 1.97 9.00 DISCHG 1.96 1.96 1.96 1.96 1.97 1. 97 1. 98 1. 98 1.99 1.99 10.00 DISCHG 1.99 1.99 1. 99 2.00 2.00 2.00 2.01 2.01 2.02 2.01 11.00 DISCHG 1. 98 1. 93 1.87 1.82 1. 79 1. 78 1. 77 1.76 1. 76 1. 76 12.00 DISCHG 1. 76 1. 74 1. 67 1.56 1.45 1.35 1.28 1.25 1.22 1.21 13.00 DISCHG 1.20 1.19 1.19 1.18 1.16 1.14 1.10 1.08 1.06 1.05 14.00 DISCHG 1.05 1.04 1.04 1.04 1.04 1.04 1. 03 1.01 1.00 .99 15.00 DISCHG .98 .97 .97 .97 .97 .97 .97 .97 .96 .96 16.00 DISCHG .95 .95 .95 .95 .95 .95 .94 .95 .95 .94 17.00 DISCHG .94 .93 .92 .91 .90 .90 .90 .90 .90 .90 18.00 DISCHG .90 .90 .90 .91 .91 .92 .92 .92 .92 .92 19.00 DISCHG .93 .93 .93 .92 .89 .85 .80 .76 .73 .72 20.00 DISCHG .71 .70 .70 .69 .69 .69 .69 .69 .69 .69 21. 00 DISCHG .69 .69 .69 .69 .69 .69 .69 .69 .67 .64 22.00 DISCHG .61 .58 .56 .55 .54 .54 .54 .54 .54 .54 23.00 DISCHG .54 .54 .55 .55 .56 .56 .56 .56 .56 .56 24.00 DISCHG .56 .54 .48 .37 .26 .16 .10 .06 .04 .03 25.00 DISCHG .02 .01 .01 .00 1 TR20 XEQ 09-12-02 21:13 CLARIAN NORTH - off site pond cales with Clarian & Bonbar pr outlet JOB 1 PASS 7 REV PC 09/83(.2) 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS PAGE 9 RUNOFF VOLUME ABOVE BASEFLOW 2.99 WATERSHED INCHES, 24.82 CFS-HRS, 2.05 ACRE-FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 2 *** WARNING-NO PEAK FOUND, MAXIMUM DISCHARGE .86 CFS. PEAK TIME(HRS) PEAK DISCHARGE (CFS) PEAK ELEVATION(FEET) 23.90 .86 (RUNOFF) 7.20 4.05 (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .02 SQ.MI. .00 DISCHG .00 .00 .02 .27 .45 .60 .71 .80 .87 .93 1.00 DISCHG .98 1.02 1.05 1.05 1.07 1.09 loll 1.13 1.14 1.16 2.00 DISCHG 1.17 1.18 1.19 1.19 1.20 2.20 2.22 2.23 2.25 2.26 3.00 DISCHG 2.27 2.28 2.29 2.29 2.30 2.31 2.31 2.32 2.32 2.32 4.00 DISCHG 2.33 2.33 2.33 2.34 2.34 2.34 2.34 2.35 2.35 3.20 5.00 DISCHG 3.20 3.21 3.21 3.21 3.21 3.21 3.22 3.22 3.22 3.22 6.00 DISCHG 3.22 4.04 4.04 4.04 4.04 4.04 4.05 4.05 4.05 4.05 7.00 DISCHG 4.05 4.05 4.05 3.60 3.60 3.60 3.60 3.60 3.60 3.61 8.00 DISCHG 3.61 3.61 3.61 3.61 3.61 3.36 3.36 3.36 3.36 3.36 9.00 DISCHG 3.36 3.36 3.36 3.36 3.36 3.36 3.36 3.32 3.32 3.32 10.00 DISCHG 3.32 3.32 3.32 3.32 3.32 3.32 3.32 3.32 3.32 2.83 11.00 nISCHG 2.83 2.83 2.83 2.83 2.83 2.83 2.83 2.83 2.83 2.83 12.00 nISCHG 2.83 1. 89 1. 89 1. 89 1.89 1.89 1. 89 1.89 1.89 1. 89 13 .00 nISCHG 1.89 1. 89 1.89 1.64 1.64 1.64 1.64 1.64 1. 64 1.64 14.00 DISCHG 1.64 1.64 1.64 1.64 1.64 1.52 1.52 1.52 1.52 1.52 15.00 nISCHG 1.52 1. 52 1.52 1.52 1.52 1.52 1. 52 1.48 1.48 1.48 16.00 DISCHG 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.40 17.00 DISCHG 1. 40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 CJ CJ a:=J CJ CJ CJ CJ [=:J '-=1 CJ CJ l:::=:J t:=J c=J CJ Cl CJ t:=J CJ 18.00 DISCHG 1.40 1.44 1.44 1.44 1.44 1.44 1.44 1.44 1.44 1.44 19.00 DISCHG 1.44 1.44 1.44 1.07 1. 07 1.07 1.07 1. 07 1.07 1.07 20.00 DISCHG 1.07 1. 07 1. 07 1.07 1.07 1.07 1.07 1. 07 1.07 1.07 21. 00 DISCHG 1.07 1. 07 1. 07 1.07 1.07 1.07 1.07 .82 .82 .82 22.00 DISCHG .82 .82 .82 .82 .82 .82 .82 .82 .82 .86 23.00 DISCHG .86 .86 .86 .86 .86 .86 .86 .86 .86 .86 24.00 DISCHG .86 RUNOFF VOLUME ABOVE BASE FLOW 3.96 WATERSHED INCHES, 47.89 CFS-HRS, 3.96 ACRE-FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 4 PEAK TIME (HRS) 11.95 23.94 10.80 PEAK DISCHARGE (CFS) 4.76 1.55 5.35 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) (RUNOFF) 1 TR20 XEQ 09-12-02 21:13 CLARIAN NORTH - off site pond cales with Clarian & Bonbar pr outlet JOB 1 PASS 7 REV PC 09/83(.2) 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS PAGE 10 TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .04 SQ.MI. 2.00 DISCHG .00 .00 .00 .00 .00 .00 .00 .00 .01 .07 3.00 DISCHG .17 .27 .38 .48 .57 .66 .75 .84 .92 1.01 4.00 DISCHG 1.08 1.16 1.23 1.31 1.37 1.44 1.51 1.57 1. 63 1.90 5.00 DISCHG 2.29 2.47 2.59 2.70 2.79 2.88 2.96 3.05 3.13 3.20 6.00 DISCHG 3.28 3.63 4.14 4.36 4.49 4.59 4.69 4.78 4.86 4.94 7.00 DISCHG 5.02 5.10 5.17 5.05 4.82 4.79 4.82 4.87 4.91 4.96 8.00 DISCHG 5.00 5.05 5.09 5.13 5.17 5.09 4.95 4.93 4.95 4.98 9.00 DISCHG 5.00 5.03 5.06 5.09 5.11 5.14 5.16 5.17 5.16 5.17 10.00 DISCHG 5.19 5.22 5.24 5.26 5.28 5.30 5.32 5.33 5.35 5.11 11.00 DISCHG 4.74 4.64 4.62 4.63 4.64 4.65 4.66 4.67 4.68 4.69 12.00 DISCHG 4.71 4.20 3.45 3.23 3.18 3.17 3.17 3.17 3.18 3.18 13 .00 DISCHG 3.18 3.19 3.19 3.06 2.86 2.81 2.79 2.79 2.79 2.80 14.00 DISCHG 2.80 2.80 2.81 2.81 2.81 2.75 2.65 2.62 2.61 2.61 15.00 DISCHG 2.62 2.62 2.62 2.62 2.62 2.63 2.63 2.61 2.57 2.57 16.00 DISCHG 2.57 2.57 2.57 2.57 2.57 2.57 2.58 2.58 2.58 2.54 17.00 DISCHG 2.47 2.45 2.45 2.45 2.45 2.45 2.45 2.45 2.45 2.45 18.00 DISCHG 2.46 2.48 2.52 2.53 2.53 2.54 2.54 2.54 2.54 2.54 19.00 DISCHG 2.54 2.54 2.55 2.33 2.02 1. 93 1.90 1.90 1.90 1.90 20.00 DISCHG 1. 90 1.90 1.90 1.90 1.90 1.90 1.90 1. 90 1. 90 1.90 21.00 DISCHG 1.91 1.91 1.91 1.91 1.91 1. 91 1.91 1. 77 1.55 1.49 22.00 DISCHG 1.48 1.47 1.47 1.47 1.47 1.47 1.47 1.47 1.47 1.50 23.00 DISCHG 1. 53 1.55 1.55 1.55 1.55 1.55 1. 55 1. 55 1. 55 1.55 24.00 DISCHG 1.55 1. 05 .30 .07 .02 .00 RUNOFF VOLUME ABOVE BASEFLOW 2.62 WATERSHED INCHES, 62.72 CFS-HRS, 5.18 ACRE-FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 6 PEAK TIME (HRS) PEAK DISCHARGE (CFS) PEAK ELEVATION(FEET) 10.74 7.22 (RUNOFF) 23.87 1. 90 (RUNOFF) CJ CJ CJ a::=J CJ CJ CJ CJ -=1 CJ Cl r=J LJ CJ CJ CJ E::J t=J r=J 7.30 8.44 (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .04 SQ. MI. .00 DISCHG .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 1. 00 DISCHG .03 .08 .16 .25 .36 .46 .56 .66 .76 .85 2.00 DISCHG .94 1. 02 1.10 1.17 1.24 1.35 1.54 1. 84 2.18 2.50 3.00 DISCHG 2.76 2.96 3.14 3.28 3.41 3.52 3.62 3.71 3.79 3.87 4.00 DISCHG 3.94 4.00 4.06 4.12 4.17 4.22 4.26 4.30 4.35 4.44 5.00 DISCHG 4.64 4.97 5.33 5.65 5.88 6.04 6.16 6.25 6.32 6.37 6.00 DISCHG 6.42 6.51 6.72 7.05 7.41 7.73 7.96 8.11 8.22 8.30 7.00 DISCHG 8.35 8.40 8.44 8.44 8.37 8.22 8.05 7.91 7.81 7.76 8.00 DISCHG 7.73 7.71 7.70 7.70 7.70 7.69 7.64 7.56 7.46 7.38 9.00 DISCHG 7.33 7.29 7.28 7.27 7.26 7.26 7.26 7.26 7.26 7.24 10.00 DISCHG 7.23 7.22 7.21 7.21 7.21 7.21 7.22 7.22 7.22 7.19 11.00 DISCHG 7.08 6.89 6.68 6.50 6.38 6.31 6.26 6.23 6.21 6.20 1 TR20 XEQ 09-12-02 21:13 CLARIAN NORTH - offsite pond cales with C1arian & Bonbar pr outlet JOB 1 PASS 7 REV PC 09/83 (.2) 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS PAGE 11 12.00 DISCHG 6.19 6.12 5.90 5.54 5.13 4.79 4.54 4.39 4.30 4.24 13 .00 DISCHG 4.20 4.17 4.16 4.13 4.07 3.97 3.86 3.76 3.70 3.66 14.00 DISCHG 3.64 3.62 3.61 3.61 3.60 3.59 3.56 3.51 3.46 3.42 15.00 DISCHG 3.38 3.37 3.35 3.35 3.34 3.34 3.34 3.33 3.32 3.31 16.00 DISCHG 3.29 3.27 3.26 3.26 3.25 3.25 3.25 3.25 3.25 3.24 17.00 DISCHG 3.22 3.19 3.15 3.12 3.10 3.09 3.08 3.08 3.07 3.07 18.00 DISCHG 3.07 3.07 3.08 3.10 3.12 3.13 3.14 3.15 3.15 3.16 19.00 DISCHG 3.16 3.16 3.16 3.13 3.05 2.91 2.75 2.61 2.51 2.45 20.00 DISCHG 2.42 2.39 2.38 2.37 2.36 2.36 2.35 2.35 2.35 2.35 21. 00 DISCHG 2.35 2.35 2.35 2.35 2.35 2.35 2.35 2.33 2.28 2.18 22.00 DISCHG 2.07 1. 98 1.92 1. 88 1.85 1.84 1. 83 1. 82 1.82 1. 82 23.00 DISCHG 1.82 1. 84 1.86 1. 87 1.88 1.89 1.89 1.90 1.90 1.90 24.00 DISCHG 1.89 1. 83 1.65 1.30 .93 .60 .39 .25 .16 .10 25.00 DISCHG .06 .04 .02 .01 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW 3.62 WATERSHED INCHES, 97.20 CFS-HRS, 8.03 ACRE-FEET; BASEFLOW .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP RECORD In + COMPUTATIONS COMPLETED FOR PASS 7 EXECUTIVE CONTROL OPERATION COMPUT RECORD ID + + FROM XSECTION 1 STARTING TIME = .00 ALTERNATE NO.= 1 TO STRUCTURE 10 RAIN DEPTH = 2 . 88 RAIN DURATION= 1. 00 RAIN TABLE NO. = 8 STORM NO.=99 MAIN TIME INCREMENT = .10 HOURS ANT. MOIST. COND= 2 OPERATION RUNOFF CROSS SECTION 1 PEAK TIME (HRS) .80 PEAK DISCHARGE (CFS) 19.65 PEAK ELEVATION(FEET) (RUNOFF) CJ [=:J a==J r:=J c=J Cl EJ E:J CJ .t:=J CJ CJ CJ CJ L:J t=:=l t:=J CJ CJ TIME (HRS) FIRST HYDROGRAPH POINT = .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = . 01 SQ. MI. .00 DISCHG .00 .00 .10 .97 3.90 9.16 14.86 18.68 19.65 18.71 1. 00 DISCHG 16.97 14.83- 12.13 8.99 6.09 3.87 2.43 1.54 .97 .61 2.00 DISCHG .37 .22 .13 .07 .04 .02 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW 1.87 WATERSHED INCHES, OPERATION RUNOFF TIME (HRS) .00 1. 00 1 CROSS SECTION 2 PEAK TIME(HRS) .32 PEAK DISCHARGE (CFS) 69.15 FIRST HYDROGRAPH POINT DISCHG .00 18.29 DISCHG 14.60 15.53 CFS-HRS, 1. 28 ACRE-FEET; PEAK ELEVATION(FEET) (RUNOFF) .00 HOURS TIME INCREMENT = .10 HOURS 39.01 68.17 56.88 47.91 27.82 BASEFLOW DRAINAGE AREA = 25.03 24.33 TR20 XEQ 09-12-02 21:13 REV PC 09/83 (.2) CLARIAN NORTH - offsite pond cales with Clarian & Bonbar pr outlet 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS RUNOFF VOLUME ABOVE BASE FLOW 2.81 WATERSHED INCHES, OPERATION RUNOFF TIME (HRS) .00 1. 00 CROSS SECTION 4 PEAK TIME(HRS) .53 PEAK DISCHARGE (CFS) 67.78 FIRST HYDROGRAPH POINT DISCHG .00 .00 DISCHG 29.69 17.79 .00 HOURS .69 15.20 4.97 1.25 RUNOFF VOLUME ABOVE BASEFLOW 1.56 WATERSHED INCHES, OPERATION RUNOFF TIME (HRS) .00 1. 00 2.00 CROSS SECTION 6 PEAK TIME(HRS) .77 PEAK DISCHARGE (CFS) 80.94 FIRST HYDROGRAPH POINT .00 .08 66.20 56.93 1. 63 .99 .00 HOURS 1.67 46.42 .58 DISCHG DISCHG DISCHG 8.54 34.73 .34 RUNOFF VOLUME ABOVE BASEFLOW 2.43 WATERSHED INCHES, + EXECUTIVE CONTROL OPERATION ENDCMP COMPUTATIONS COMPLETED FOR PASS 8 34.02 CFS-HRS, 2.81 ACRE-FEET; PEAK ELEVATION (FEET) (RUNOFF) TIME INCREMENT = .10 HOURS 47.41 66.48 62.81 .29 .05 37.29 CFS-HRS, 3.08 ACRE-FEET; PEAK ELEVATION(FEET) (RUNOFF) TIME INCREMENT = .10 24.21 46.50 23.98 15.62 .19 .10 HOURS 67.43 9.95 .04 65.38 CFS-HRS, 5.40 ACRE-FEET; BASEFLOW DRAINAGE AREA = 48.35 41.71 BASEFLOW DRAINAGE 79.43 6.39 .01 AREA = 80.52 4.10 .00 BASE FLOW = .00 CFS .02 SQ.MI. 18.07 JOB 1 .00 CFS .04 SQ.MI. 36.77 .00 CFS .04 SQ.MI. 74.60 2.61 .00 CFS RECORD ID PASS 8 PAGE 12 CJ CJ CJ CJ CJ Cl L::J + + EXECUTIVE CONTROL OPERATION COMPUT FROM XSECTION 1 STARTING TIME = .00 ALTERNATE NO.= 2 CJ r=J CJ CJ CJ CJ TO STRUCTURE 10 RAIN DEPTH = 3.50 RAIN DURATION= 2.00 RAIN TABLE NO.= 8 STORM NO.=99 MAIN TIME INCREMENT = .10 HOURS OPERATION RUNOFF CROSS SECTION 1 PEAK TIME (HRS) 1.14 PEAK DISCHARGE(CFS) 16.84 CJ t=J RECORD ID ANT. MOIST. COND= 2 CLARIAN NORTH - offsite pond cales with Clarian & Bonbar pr outlet 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS PEAK ELEVATION(FEET) (RUNOFF) 20.28 CFS-HRS, 1. 68 ACRE-FEET; BASEFLOW TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .01 SQ.MI. .00 DISCHG .00 .00 .00 .09 .51 1.62 3.86 7.01 10.53 13 .59 1. 00 DISCHG 15.76 16.75 16.63 15.46 13.94 12.50 11.41 10.56 9.80 9.00 2.00 DISCHG 8.16 7.19 5.95 4.45 3.03 1.93 1.20 .75 .47 .29 3.00 DISCHG .18 .11 .06 .04 .02 .01 .00 1 TR20 XEQ 09-12-02 21:13 REV PC 09/83(.2) RUNOFF VOLUME ABOVE BASEFLOW 2.45 WATERSHED INCHES, OPERATION RUNOFF CROSS SECTION 2 TIME (HRS) .00 1. 00 2.00 PEAK TIME (HRS) .62 1.56 FIRST PEAK DISCHARGE (CFS) 41. 78 15.13 DISCHG DISCHG DISCHG HYDROGRAPH POINT .00 9.41 29.14 19.43 8.88 .00 HOURS 11.90 23.45 16.90 15.64 RUNOFF VOLUME ABOVE BASEFLOW 3.39 WATERSHED INCHES, OPERATION RUNOFF CROSS SECTION 4 TIME (HRS) .00 1.00 2.00 PEAK TIME(HRS) .95 FIRST PEAK DISCHARGE (CFS) 49.22 DISCHG DISCHG DISCHG HYDROGRAPH POINT .00 .00 48.86 42.03 15.85 10.54 .18 28.61 .75 RUNOFF VOLUME ABOVE BASEFLOW OPERATION RUNOFF .00 HOURS .00 33.16 3.01 2.10 WATERSHED INCHES, PEAK TIME(HRS) CROSS SECTION 6 PEAK DISCHARGE (CFS) PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) TIME INCREMENT = .10 HOURS 24.00 33.08 41.63 15.22 14.37 14.79 DRAINAGE AREA = 37.08 34.60 10.99 10.99 41.05 CFS-HRS, 3.39 ACRE-FEET; BASEFLOW PEAK ELEVATION(FEET) (RUNOFF) TIME INCREMENT = .10 3.80 13.16 26.54 25.44 .18 .03 HOURS 27.97 24.97 DRAINAGE AREA = 40.91 46.12 23.16 20.19 50.26 CFS-HRS, 4.15 ACRE-FEET; BASEFLOW PEAK ELEVATION(FEET) JOB 1 .00 CFS .02 SQ.MI. 34.18 8.46 .00 CFS .04 SQ.MI. 48.88 17.96 .00 CFS CJ PASS 9 PAGE 13 CJ t::=J r=J CJ r=J CJ CJ CJ t::::=:J CJ CJ E::J t=J CJ CJ CJ LJ t:=J CJ CJ CJ CJ 1. 09 66.69 (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT = .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .04 SQ.MI. .00 DISCHG .00 .03 .37 1.99 6.49 14.11 24.86 37.57 49.69 59.19 1.00 DISCHG 64.83 66.67 64.13 58.89 52.46 46.52 41. 79 38.22 35.16 32.07 2.00 DISCHG 28.94 25.47 21.24 16.14 11.25 7.27 4.63 2.93 1.85 1.18 3.00 DISCHG .73 .46 .28 .16 .09 .05 .02 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW 3.04 WATERSHED INCHES, 81.79 CFS-HRS, 6.76 ACRE-FEET; BASEFLOW = .00 eFS EXECUTIVE CONTROL OPERATION ElmCMP RECORD ID + COMPUTATIONS COMPLETED FOR PASS 9 1 TR20 XEQ 09-12-02 21:13 REV PC 09/83 (.2) CLARIAN NORTH - off site pond cales with Clarian & Bonbar pr outlet 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS JOB 1 PASS 10 PAGE 14 EXECUTIVE CONTROL OPERATION COMPUT RECORD ID + + FROM XSECTION 1 STARTING TIME = .00 ALTERNATE NO.= 3 TO STRUCTURE 10 RAIN DEPTH = 3.87 RAIN DURATION= 3.00 RAIN TABLE NO.= 8 STORM NO.=99 MAIN TIME INCREMENT = .10 HOURS ANT. MOIST. COND= 2 OPERATION RUNOFF CROSS SECTION 1 PEAK TIME(HRS) 1.52 PEAK DISCHARGE(CFS) 14.06 PEAK ELEVATION (FEET) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .01 SQ.MI. .00 DISCHG .00 .00 .00 .00 .07 .35 1.05 2.16 3.78 5.82 1. 00 DISCHG 8.12 10.28 11.98 13.06 13.74 14.05 13.92 13.26 12.13 10.89 2.00 DISCHG 9.79 8.93 8.30 7.84 7.50 7.22 6.90 6.48 6.04 5.59 3.00 DISCHG 5.16 4.68 3.96 3.03 2.08 1.33 .82 .52 .32 .20 4.00 DISCHG .12 .07 .05 .03 .01 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW 2.79 WATERSHED INCHES, 23.17 CFS-HRS, 1. 91 ACRE - FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 2 PEAK TIME(HRS) .85 1.15 2.35 2.55 PEAK DISCHARGE (CFS) 31.10 25.55 11. 26 8.11 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) (RUNOFF) (RUNOFF) TIME (HRS) .00 1. 00 2.00 FIRST HYDROGRAPH POINT .00 5.74 27.35 25.51 11.22 11.22 .00 HOURS 8.16 25.52 10.60 9.01 25.22 10.91 TIME INCREMENT = .10 17.21 17.59 21.51 21.47 10.91 8.10 HOURS 17.77 14.33 8.10 DRAINAGE AREA = 24.36 30.62 12.47 12.46 8.10 6.23 .02 SQ.MI. 30.71 11.53 6.54 DISCHG DISCHG DISCHG CJ . a:::=J E:J Cl CJ CJ E:J E:J CJ r=:J CJ r:=J 3.00 OISCHG 6.55 RUNOFF VOLUME ABOVE BASEFLOW 3.76 WATERSHED INCHES, 45.48 CFS-HRS, 3.76 ACRE-FEET; OPERATION RUNOFF CROSS SECTION 4 PEAK TIME(HRS) 1.37 2.36 PEAK OISCHARGE(CFS) 38.73 1.8.96 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) Cl r:=J CJ BASEFLOW .00 CFS TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT = .1.0 HOURS DRAINAGE AREA = .04 SQ.MI. .00 OISCHG .00 .00 .00 .00 .09 2.08 6.23 1.2.07 19.66 28.86 1. 00 OISCHG 34.40 36.35 37.10 38.02 38.62 36.40 31. 67 25.81 22.60 20.95 2.00 OISCHG 1.9.96 19.50 19.05 18.63 18.86 17.46 15.17 14.52 13.32 11.76 1. TR20 XEQ 09-12-02 21:13 REV PC 09/83(.2) CLARIAN NORTH - offsite pond cales with Clarian & Bonbar pr outlet 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS 3.00 OISCHG 11. 60 7.86 2.21 .56 .13 .02 RUNOFF VOLUME ABOVE BASEFLOW 2.43 WATERSHED INCHES, 58.16 CFS-HRS, 4.81 ACRE-FEET; OPERATION RUNOFF CROSS SECTION 6 PEAK TIME(HRS) 1.43 PEAK DISCHARGE (CFS) 53.89 PEAK ELEVATION(FEET) (RUNOFF) JOB 1 BASEFLOW .00 CFS TIME (RRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .04 SQ.MI. .00 DISCHG .00 .01 .12 .65 2.38 5.75 10.83 16.94 23.73 31. 27 1. 00 DISCHG 39.00 45.86 50.35 52.87 53.83 53.61 52.17 49.09 44.66 39.87 2.00 OISCHG 35.57 32.17 29.59 27.74 26.34 25.20 23.98 22.53 20.99 19.42 3.00 OISCHG 17.90 16.24 13.89 10.76 7.58 4.92 3.09 1.99 1.26 .80 4.00 DISCHG .50 .31 .19 .11 .06 '.04 .02 .00 RUNOFF VOLUME ABOVE BASEFLOW 3.41 WATERSHED INCHES, 91.62 CFS-HRS, 7.57 ACRE-FEET; EXECUTIVE CONTROL OPERATION ENDCMP + COMPUTATIONS COMPLETED FOR PASS 10 EXECUTIVE CONTROL OPERATION COMPUT + + FROM XSECTION 1 TO STRUCTURE 10 RAIN DEPTH = 4.50 RAIN DURATION= 6.00 RAIN TABLE NO.= 8 STORM NO.=99 MAIN TIME INCREMENT = .10 HOURS STARTING TIME = .00 ALTERNATE NO.= 6 OPERATION RUNOFF CROSS SECTION 1 PEAK TIME(HRS) PEAK DISCHARGE (CFS) PEAK ELEVATION(FEET) BASE FLOW .00 CFS RECORD 10 RECORD 10 ANT. MOIST. COND= 2 CJ PASS 10 PAGE 15 r-==:J CJ CJ r:=J EJ CJ CJ LJ CJ CJ t=J CJ CJ CJ CJ CJ CJ CJ CJ t=J a=J r:=J 2.70 8.94 (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .01 SQ.MI. .00 DISCHG .00 .00 .00 .00 .00 .00 .02 .08 .27 .62 1. 00 DISCHG 1.10 1.65 2.19 2.76 3.40 4.15 4.97 5.86 6.78 7.62 2.00 DISCHG 8.24 8.61 8.81 8.89 8.92 8.92 8.93 8.94 8.93 8.82 3.00 DISCHG 8.60 8.28 7.80 7.19 6.57 6.03 5.58 5.25 4.98 4.77 4.00 DISCHG 4.61 4.48 4.39 4.32 4.25 4.18 4.12 4.09 4.08 4.06 5.00 DISCHG 3.95 3.76 3.55 3.37 3.26 3.17 3.05 2.89 2.73 2.62 6.00 DISCHG 2.55 2.44 2.15 1.67 1.15 .72 .46 .29 .18 .11 7.00 DISCHG .07 .04 .03 .01 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW 3.39 WATERSHED INCHES, 28.13 CFS-HRS, 2.33 ACRE-FEET; BASEFLOW OPERATION RUNOFF 1 CROSS SECTION 2 TR20 XEQ 09-12-02 21:13 REV PC 09/83(.2) CLARIAN NORTH - offsite pond cales with Clarian & Bonbar pr outlet 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS PEAK TIME (HRS) 1. 75 2.05 2.57 2.95 3.16 4.60 PEAK DISCHARGE(CFS) 18.13 16.05 14.67 13.02 8.33 6.34 PEAK ELEVATION (FEET) (RUNOFF) (RUNOFF) (RUNOFF) (RUNOFF) (RUNOFF) (RUNOFF) + * * FIRST POINT OF FLAT PEAK 5.20 4.71 (RUNOFF) + * * FIRST POINT OF FLAT PEAK TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT = .10 HOURS .00 DISCHG .00 1.90 3.92 4.74 4.99 5.22 5.36 1.00 DISCHG 10.30 10.35 10.38 14.18 14.21 14.24 17.86 2.00 DISCHG 15.92 15.92 14.84 14.84 14.85 14.67 14.67 3.00 DISCHG 12.50 8.33 8.33 8.33 7.25 7.25 7.25 4.00 DISCHG 6.52 6.52 6.52 6.16 6.16 6.16 6.34 5.00 DISCHG 4.71 4.71 4.71 4.71 4.71 3.63 3.62 6.00 DISCHG 3.80 DRAINAGE AREA = 9.98 10.14 17.87 17.89 14.66 12.50 6.70 6.71 6.34 6.34 3.63 3.81 RUNOFF VOLUME ABOVE BASEFLOW 4.38 WATERSHED INCHES, 53.00 CFS-HRS, 4.38 ACRE-FEET; BASEFLOW OPERATION RUNOFF CROSS SECTION 4 PEAK TIME(HRS) 2.67 4.76 5.35 5.95 PEAK DISCHARGE (CFS) 23.99 11.47 8.62 7.19 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) (RUNOFF) (RUNOFF) TIME (HRS) .00 1. 00 FIRST HYDROGRAPH POINT DISCHG .00 .00 DISCHG 4.09 5.57 .00 HOURS .00 6.87 TIME INCREMENT = .10 HOURS .00 .00 .00 .00 9.11 12.07 14.02 16.86 DRAINAGE AREA = .06 .88 20.37 22.44 .00 CFS JOB 1 .02 SQ.MI. 10.24 15.91 12.50 6.70 4.71 3.81 .00 CFS .04 SQ.MI. 2.46 22.98 PASS 11 PAGE 16 t=J .CJ E:J CJ CJ CJ CJ CJ CJ CJ t==J CJ CJ CJ L:J CJ CJ E:J CJ 2.00 DISCHG 22.69 23.12 23.18 22.93 23.17 23.44 23.67 23.95 23.07 21. 57 3.00 DISCHG 21.25 18.97 15.61 14.66 13.86 12.94 12.70 12.37 11.93 11.83 4.00 DISCHG 11.72 11.59 11. 57 11. 38 11. 09 11. 03 11.13 11.31 11.37 10.45 5.00 DISCHG 9.05 8.65 8.55 8.53 8.54 7.91 6.96 6.69 6.73 6.87 6.00 DISCHG 6.92 4.68 1.32 .33 .08 .01 RUNOFF VOLUME ABOVE BASEFLOW 3.00 WATERSHED INCHES, 71.93 CFS-HRS, 5.94 ACRE-FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 6 PEAK TIME (HRS) 2.19 PEAK DISCHARGE (CFS) 34.28 PEAK ELEVATION(FEET) (RUNOFF) . TIME (HRS) FIRST HYDROGRAPH POINT .00 DISCHG .00 .00 .00 HOURS TIME INCREMENT .10 HOURS .01 .08 .38 1.01 2.00 DRAINAGE AREA = 3.37 5.26 .04 SQ.MI. 7.73 1 TR20 XEQ 09-12-02 21:13 CLARIAN NORTH - off site pond cales with Clarian & Bonbar pr outlet JOB 1 PASS 11 REV PC 09/83(.2) 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS PAGE 17 1. 00 DISCHG 10.36 12.83 14.86 16.69 18.72 21.11 23.67 26.44 29.26 31.73 2.00 DISCHG 33.37 34.12 34.27 34.02 33.61 33.18 32.81 32.52 32.18 31. 58 3.00 DISCHG 30.66 29.40 27.65 25.46 23.24 21. 22 19.58 18.34 17.33 16.54 4.00 DISCHG 15.93 15.45 15.09 14.81 14.55 14.29 14.07 13.93 13.88 13.77 5.00 DISCHG 13.42 12.80 12.11 11.52 11.10 10.76 10.35 9.82 9.29 8.89 6.00 DISCHG 8.63 8.25 7.33 5.81 4.13 2.69 1.68 1.09 .69 .44 7.00 DISCHG .28 .17 .11 .07 .04 .02 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW 4.03 WATERSHED INCHES, 108.39 CFS-HRS, 8.96 ACRE-FEET; BASEFLOW .00 CFS EXECUTIVE CONTROL OPERATION El~CMP RECORD ID + COMPUTATIONS COMPLETED FOR PASS 11 EXECUTIVE CONTROL OPERATION COMPUT + + FROM XSECTION RECORD ID 1 STARTING TIME = .00 ALTERNATE NO.=12 TO STRUCTURE 10 RAIN DEPTH = 5.16 RAIN DURATION= 12.00 RAIN TABLE NO.= 8 STORM NO.=99 MAIN TIME INCREMENT = .10 HOURS ANT. MOIST. CONn= 2 OPERATION RUNOFF CROSS SECTION 1 PEAK TIME (HRS) 5.39 11.95 3.80 PEAK DISCHARGE (CFS) 5.27 1.44 5.52 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) (RUNOFF) TIME (HRS) 1.00 2.00 3.00 DISCHG DISCHG DrSCHG FIRST HYDROGRAPH .01 1.53 3.62 POINT .04 1. 70 3.83 .00 HOURS .09 1. 86 4.10 TIME INCREMENT .29 2.14 4.78 .10 .47 2.29 5.07 HOURS .69 2.51 5.30 DRAINAGE .92 2.80 5.45 AREA = 1.14 3.11 5.52 .01 SQ.MI. 1.34 3.40 5.51 .17 2.00 4.44 CJ CJ CJ ~l CJ CJ CJ CJ CJ CJ CJ CJ CJ r=J CJ CJ CJ CJ t=J 4.00 DISCHG 5.47 5.43 5.42 5.42 5.40 5.36 5.31 5.27 5.26 5.25 5.00 DISCHG 5.26 5.26 5.26 5.26 5.27 5.26 5.18 5.05 4.90 4.78 6.00 DISCHG 4.70 4.61 4.41 4.11 3.79 3.52 3.36 3.24 3.13 3.02 7.00 DISCHG 2.91 2.83 2.78 2.74 2.70 2.65 2.60 2.56 2.54 2.53 8.00 DISCHG 2.51 2.49 2.48 2.46 2.46 2.45 2.43 2.40 2.38 2.35 9.00 DISCHG 2.34 2.33 2.34 2.35 2.36 2.37 2.38 2.36 2.30 2.18 10.00 DISCHG 2.06 1. 96 1. 89 1.85 1.82 1.81 1. 80 1. 79 1. 79 1. 77 11.00 DISCHG 1. 73 1. 65 1.56 1.49 1.45 1.42 1.41 1.42 1.42 1.43 12.00 DISCHG 1.43 1.39 1.23 .96 .66 .42 .26 .17 .10 .06 13.00 DISCHG .04 .02 .01 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW 4.03 WATERSHED INCHES, 33.40 CFS-HRS, 2.76 ACRE-FEET; BASE FLOW .00 CFS OPERATION RUNOFF CROSS SECTION 2 1 TR20 XEQ 09-12-02 21:13 CLARIAN NORTH - off site pond cales with Clarian & Bonbar pr outlet JOB 1 PASS 12 REV PC 09/83(.2) 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS PAGE 18 PEAK TIME(HRS) PEAK DISCHARGE (CFS) PEAK ELEVATION(FEET) 3.55 10.41 (RUNOFF) 5.29 8.41 (RUNOFF) 5.86 7.17 (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .02 SQ.MI. .00 DISCHG .00 .24 1.45 2.09 2.46 2.70 2.86 2.88 2.95 3.01 1. 00 DISCHG 3.06 3.10 3.13 5.74 5.79 5.83 5.86 5.89 5.91 5.92 2.00 DISCHG 5.94 5.95 5.96 5.96 5.97 8.14 8.15 8.16 8.16 8.17 3.00 DISCHG 8.17 10.25 10.25 10.26 10.26 10.26 10.27 9.13 9.13 9.13 4.00 DISCHG 9.13 9.13 9.13 8.51 8.51 8.51 8.51 8.51 8.51 8.41 5.00 DISCHG 8.41 8.41 8.41 8.41 8.41 7.17 7.17 7.17 7.17 7.17 6.00 DISCHG 7.17 4.78 4.78 4.78 4.78 4.78 4.78 4.16 4.16 4.16 7.00 DISCHG 4.16 4.16 4.16 3.84 3.84 3.84 3.84 3.84 3.84 3.74 8.00 DISCHG 3.74 3.74 3.74 3.74 3.74 3.53 3.53 3.53 3.53 3.53 9.00 DISCHG 3.53 3.64 3.64 3.64 3.64 3.64 3.64 2.70 2.70 2.70 10.00 DISCHG 2.70 2.70 2.70 2.70 2.70 2.70 2.70 2.70 2.70 2.08 11. 00 DISCHG 2.08 2.08 2.08 2.08 2.08 2.18 2.18 2.18 2.18 2.18 12.00 DISCHG 2.18 RUNOFF VOLUME ABOVE BASEFLOW 5.03 WATERSHED INCHES, 60.92 CFS-HRS, 5.03 ACRE-FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 4 PEAK TIME(HRS) 5.36 5.95 6.55 9.55 10.75 11.95 3.60 PEAK DISCHARGE (CFS) 14.40 12.67 8.50 6.73 5.03 4.21 14.51 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) (RUNOFF) (RUNOFF) (RUNOFF) (RUNOFF) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA .04 SQ.MI. CJ .E:J CJ CJ E:J ~ CJ CJ r=J CJ CJ CJ CJ CJ C:J CJ CJ r=J r::=J 1. 00 DISCHG .00 .00 .00 .13 .60 1.20 1. 78 2.33 2.84 3.31 2.00 DISCHG 3.74 4.14 4.51 4.86 5.18 6.17 7.57 8.31 8.82 9.24 3.00 DISCHG 9.61 10.81 12.46 13 .26 13.76 14.16 14.51 14.28 13.73 13.72 4.00 DISCHG 13 .86 14.03 14.20 14.04 13.71 13.70 13.78 13.89 13 .99 14.04 5.00 DISCHG 14.05 14.11 14.19 14.27 14.34 13.72 12.74 12.49 12.46 12.48 6.00 DISCHG 12.52 11.20 9.19 8.62 8.48 8.46 8.46 8.12 7.60 7.45 7.00 DISCHG 7.42 7.42 7.43 7.26 7.00 6.93 6.92 6.92 6.93 6.87 8.00 DISCHG 6.79 6.77 6.77 6.78 6.78 6.67 6.49 6.44 6.44 6.44 9.00 DISCHG 6.44 6.51 6.61 6.64 6.65 6.66 6.67 6.11 5.29 5.05 10.00 DISCHG 4.99 4.97 4.97 4.97 4.98 4.98 4.98 4.99 4.99 4.62 11.00 DISCHG 4.06 3.90 3.86 3.85 3.85 3.91 4.01 4.03 4.04 4.05 12.00 DISCHG 4.05 2.73 .77 .20 .05 .01 1 TR20 XEQ 09-12-02 21:13 REV PC 09/83(.2) CLARIAN NORTH - off site pond cales with Clarian & Bonbar pr outlet 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS JOB 1 RUNOFF VOLUME ABOVE BASEFLOW 3.61 WATERSHED INCHES, 86.62 CFS-HRS, 7.16 ACRE-FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 6 PEAK TIME(HRS) 3.77 9.58 11.95 PEAK DISCHARGE (CFS) 21.14 7.98 4.78 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA .04 SQ.M!. .00 DISCHG .00 .00 .00 .00 .02 .09 .30 .65 1.11 1.61 1. 00 DISCHG 2.10 2.57 3.01 3.52 4.28 5.35 6.51 7.60 8.48 9.18 2.00 DISCHG 9.74 10.19 10.57 10.87 11.14 11.50 12.15 13.09 14.12 15.01 3.00 DISCHG 15.69 16.28 17.06 18.09 19.15 20.06 20.71 21.06 21.12 20.90 4.00 DISCHG 20.57 20.27 20.07 19.92 19.73 19.45 19.18 18.95 18.80 18.71 5.00 DISCHG 18.63 18.57 18.51 18.47 18.44 18.35 18.06 17.57 17.04 16.59 6.00 DISCHG 16.26 15.90 15.24 14.23 13.15 12.23 11.58 11.16 10.77 10.36 7.00 DISCHG 9.98 9.68 9.48 9.34 9.19 9.02 8.85 8.71 8.62 8.56 8.00 DISCHG 8.50 8.44 8.38 8.33 8.30 8.26 8.20 8.12 8.02 7.94 9.00 DISCHG 7.89 7.86 7.86 7.89 7.93 7.96 7.98 7.93 7.73 7.37 10.00 DISCHG 6.96 6.61 6.37 6.23 6.13 6.07 6.03 6.01 5.99 5.93 11.00 DISCHG 5.79 5.54 5.26 5.03 4.87 4.78 4.74 4.74 4.75 4.78 12.00 DISCHG 4.78 4.65 4.14 3.29 2.34 1.54 .97 .62 .40 .25 13 .00 DISCHG .16 .10 .06 .04 .02 .01 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW 4.69 WATERSHED INCHES, 126.00 CFS-HRS. 10.41 ACRE-FEET; BASEFLOW .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP RECORD ID + COMPUTATIONS COMPLETED FOR PASS 12 EXECUTIVE CONTROL OPERATION COMPUT RECORD ID + + FROM XSECTION 1 TO STRUCTURE 10 PASS 12 PAGE 19 c=J r::=J CJ CJ CJ r:=J CJ CJ CJ r:=J c=J CJ E:J CJ CJ STARTING TIME = .00 ALTERNATE NO.=24 RAIN DEPTH = 6.00 RAIN DURATION= 24.00 RAIN TABLE NO.= 8 STORM NO.=99 MAIN TIME INCREMENT; .10 HOURS ANT. MOIST. COND= 2 OPERATION RUNOFF CROSS SECTION 1 PEAK TIME(HRS) 10.77 7.30 PEAK DISCHARGE (CFS) 3.14 3.47 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) TIME (HRS) 1. 00 2.00 FIRST HYDROGRAPH POINT DISCHG .00 .00 DISCHG .09 .12 .00 HOURS .00 .15 TIME INCREMENT .00 .00 .18 .21 .10 HOURS .00 .01 .25 .31 DRAINAGE AREA ; .02 .04 .40 .50 .01 SQ.MI. .06 .60 1 CJ E:J TR20 XEQ 09-12-02 21:13 CLARIAN NORTH - off site pond cales with C1arian & Bonbar pr outlet JOB 1 PASS 13 REV PC 09/83(.2) 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS PAGE 20 3.00 DISCHG .69 .77 .84 .91 .97 1.03 1.08 1.13 1.18 1.22 4.00 DISCHG 1.27 1.31 1.34 1.38 1.41 1.45 1.48 1.51 1.54 1. 58 5.00 DISCHG 1.68 1.82 1.97 2.10 2.20 2.28 2.33 2.38 2.42 2.46 6.00 DISCHG 2.49 2.54 2.64 2.79 2.96 3.10 3.20 3.27 3.32 3.37 7.00 DISCHG 3.40 3.43 3.46 3.47 3.45 3.39 3.33 3.28 3.25 3.24 8.00 DISCHG 3.23 3.24 3.24 3.25 3.26 3.26 3.24 3.21 3.17 3.14 9.00 DISCHG 3.12 3.11 3.11 3.11 3.11 3.12 3.12 3.13 3.13 3.12 10.00 DISCHG 3.12 3.12 3.12 3.12 3.13 3.13 3.13 3.14 3.14 3.13 11.00 DISCHG 3.08 2.99 2.90 2.82 2.78 2.75 2.73 2.72 2.71 2.71 12.00 DISCHG 2.71 2.68 2.58 2.41 2.23 2.07 1.98 1.92 1.88 1. 85 13.00 DISCHG 1.84 1.83 1.83 1.81 1. 79 1. 74 1.69 1.65 1.63 1.61 14.00 DISCHG 1.60 1.60 1.59 1. 59 1. 59 1.58 1.57 1.55 1.52 1.50 15.00 DISCHG 1.49 1.48 1.48 1.48 1.48 1.47 1.47 1.47 1.47 1.46 16.00 DISCHG 1.45 1.45 1.44 1.44 1.44 1.44 1.44 1.44 1.44 1.44 17.00 DISCHG 1.43 1.41 1.40 1.38 1.37 1.37 1.37 1.36 1.36 1.36 16.00 DISCHG 1.36 1.36 1.37 1.38 1.38 1.39 1.40 1.40 1.40 1.40 19.00 DISCHG 1.40 1.40 1.40 1.39 1.35 1.28 1.21 1.15 1.11 1.09 20.00 DISCHG 1.07 1.06 1.05 1.05 1. 05 1.05 1. 05 1.05 1.05 1.05 21. 00 DISCHG 1.05 1.05 1.05 1.05 1.05 1.05 1. 05 1.04 1.01 .97 22.00 DISCHG .92 .88 .85 .83 .82 .62 .81 .81 .81 .81 23.00 DISCHG .81 .82 .83 .83 .84 .84 .84 .85 .85 .85 24.00 DISCHG .84 .82 .72 .56 .39 .25 .15 .10 .06 .04 25.00 DISCHG .02 .01 .01 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW 4.64 WATERSHED INCHES, 40.15CFS-HRS, 3.32 ACRE-FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 2 PEAK TIME(HRS) PEAK DISCHARGE (CFS) PEAK ELEVATION(FEET) 11.80 4.17 (RUNOFF) + * * FIRST POINT OF FLAT PEAK 7.10 5.97 (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .02 SQ .MI. .00 DISCHG .00 .00 .35 .75 1. 02 1.21 1. 35 1.45 1. 53 1.60 1. 00 DISCHG 1.65 1.69 1. 73 1. 70 1.73 1. 75 1. 76 1. 78 1. 79 1. 80 2.00 DISCHG 1.81 1.82 1.83 1.84 1. 84 3.36 3.38 3.39 3.40 3.41 E::J CJ -==:J ,r=:] r=:] CJ t::=J CJ LJ Cl r=J r=:] r=:] r=:] r=:] r=J r=J '-1 CJ t=J t=J 3.00 DISCHG 3.42 3.43 3.43 3.44 3.44 3.45 3.45 3.46 3.46 3.46 4.00 DISCHG 3.46 3.47 3.47 3.47 3.47 3.47 3.48 3.48 3.48 4.74 5.00 DISCHG 4.74 4.75 4.75 4.75 4.75 4.75 4.75 4.75 4.76 4.76 6.00 DISCHG 4.76 5.96 5.96 5.97 5.97 5.97 5.97 5.97 5.97 5.97 7.00 DISCHG 5.97 5.97 5.97 5.31 5.31 5.31 5.31 5.31 5.31 5.31 8.00 DISCHG 5.31 5.31 5.31 5.31 5.31 4.95 4.95 4.95 4.95 4.95 9.00 DISCHG 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.89 4.89 4.89 10.00 DISCHG 4.89 4.89 4.89 4.89 4.89 4.89 4.89 4.89 4.89 4.17 11. 00 DISCHG 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 12.00 DISCHG 4.16 2.78 2.78 2.78 2.78 2.78 2.78 2.78 2.78 2.78 13.00 DISCHG 2.78 2.78 2.78 2.42 2.42 2.42 2.42 2.42 2.42 2.42 14.00 DISCHG 2.42 2.42 2.42 2.42 2.42 2.24 2.24 2.24 2.24 2.24 1 TR20 XEQ 09-12-02 21:13 CLARIAN NORTH - offsite pond cales with Clarian & Bonbar pr outlet JOB 1 PASS 13 REV PC 09/83 (.2) 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS PAGE 21 15.00 DISCHG 2.24 2.24 2.24 2.24 2.24 2.24 2.24 2.18 2.18 2.18 16.00 DISCHG 2.18 2.18 2.18 2.18 2.18 2.18 2.18 2.18 2.17 2.05 17.00 DISCHG 2.05 2.05 2.05 2.05 2.05 2.05 2.05 2.05 2.05 2.05 18.00 DISCHG 2.05 2.11 2.11 2.12 2.11 2.11 2.11 2.12 2.11 2.11 19.00 DISCHG 2.11 2.12 2.11 1. 57 1.57 1.57 1. 57 1.57 1.57 1.57 20.00 DISCHG 1.57 1.57 1.57 1.57 1.57 1.57 1.57 1.57 1.57 1.57 21.00 DISCHG 1.57 1.57 1.57 1.57 1.57 1.57 1.57 1.21 1.21 1.21 22.00 DISCHG 1.21 1.21 1.21 1.21 1.21 1.21 1.21 1.21 1.21 1.27 23.00 DISCHG 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 24.00 DISCHG 1.26 RUNOFF VOLUME ABOVE BASEFLOW 5.87 WATERSHED INCHES, 71.09 CFS-HRS, 5.87 ACRE-FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 4 PEAK TIME(HRS) PEAK DISCHARGE (CFS) PEAK ELEVATION(FEET) 10.75 8.67 (RUNOFF) 11. 95 7.59 (RUNOFF) 19.15 3.99 (RUNOFF) 23.90 2.39 (RUNOFF) 7.20 9.11 (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA .= .04 SQ.MI. 2.00 DISCHG .00 .01 .05 .12 .19 .35 .62 .84 1.04 1.24 3.00 DISCHG 1.42 1. 59 1. 75 1.91 2.06 2.20 2.34 2.47 2.59 2.71 4.00 DISCHG 2.83 2.94 3.05 3.15 3.25 3.34 3.43 3.52 3.60 4.13 5.00 DISCHG 4.90 5.22 5.40 5.54 5.66 5.77 5.88 5.99 6.09 6.18 6.00 DISCHG 6.27 6.89 7.79 8.14 8.32 8.45 8.56 8.66 8.76 8.85 7.00 DISCHG 8.94 9.03 9.11 8.86 8.43 8.34 8.36 8.40 8.45 8.50 8.00 DISCHG 8.55 8.59 8.64 8.68 8.72 8.57 8.31 8.26 8.27 8.29 9.00 DISCHG 8.32 8.35 8.38 8.41 8.43 8.46 8.49 8.48 8.45 8.46 10.00 DISCHG 8.47 8.50 8.52 8.54 8.56 8.58 8.59 8.61 8.63 8.23 11.00 DISCHG 7.62 7.45 7.42 7.42 7.43 7.44 7.45 7.46 7.47 7.48 12.00 DISCHG 7.49 6.69 5.48 5.13 5.04 5.02 5.02 5.03 5.03 5.03 13 .00 DISCHG 5.04 5.04 5.05 4.84 4.52 4.43 4.41 4.40 4.40 4.41 14.00 DISCHG 4.41 4.41 4.42 4.42 4.42 4.31 4.16 4.11 4.10 4.10 15.00 DISCHG 4.10 4.10 4.11 4.11 4.11 4.11 4.11 4.08 4.03 4.01 16.00 DISCHG 4.01 4.01 4.01 4.01 4.02 4.02 4.02 4.02 4.02 3.95 CJ t:=J ~ r:=J CJ CJ CJ r:=; ~ ~ ~ t:=J r=J ~ t:=J ~ CJ CJ t=J 17.00 DISCHG 3.85 3.82 3.81 3.81 3.81 3.81 3.81 3.81 3.81 3.82 18.00 DISCHG 3.82 3.85 3.91 3.93 3.93 3.94 3.94 3.94 3.94 3.94 19.00 DISCHG 3.94 3.94 3.94 3.62 3.13 2.98 2.95 2.94 2.94 2.94 20.00 DISCHG 2.94 2.94 2.94 2.94 2.94 2.94 2.94 2.94 2.94 2.94 21.00 DISCHG 2.94 2.94 2.94 2.94 2.95 2.95 2.95 2.73 2.40 2.30 22.00 DISCHG 2.28 2.27 2.27 2.27 2.27 2.27 2.27 2.27 2.27 2.31 23.00 DISCHG 2.36 2.38 2.38 2.39 2.39 2.39 2.39 2.39 2.39 2.39 24.00 DISCHG 2.39 1. 61 .46 .12 .03 .00 RUNOFF VOLUME ABOVE BASE FLOW 4.41 WATERSHED INCHES, 105.60 CFS-HRS, 8.73 ACRE-FEET; BASEFLOW .00 CFS 1 TR20 XEQ 09-12-02 21:13 REV PC 09/83(.2) CLARIAN NORTH - offsite pond cales with Clarian & Bonbar pr outlet 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS JOB 1 PASS 13 PAGE 22 OPERATION RUNOFF CROSS SECTION 6 PEAK TIME(HRS) PEAK DISCHARGE (CFS) PEAK ELEVATION(FEET) 7.22 12.81 (RUNOFF) 10.68 10.75 (RUNOFF) 19.11 4.67 (RUNOFF) 23.87 2.81 (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .04 SQ.MI. .00 DISCHG .00 .00 .00 .00 .00 .00 .00 .03 .09 .22 1. 00 DISCHG .39 .60 .81 1.02 1.22 1.40 1.57 1.72 1.86 2.00 2.00 DISCHG 2.12 2.23 2.34 2.44 2.54 2.69 3.03 3.54 4.12 4.64 3.00 DISCHG 5.06 5.37 5.61 5.80 5.96 6.10 6.22 6.32 6.41 6.49 4.00 DISCHG 6.56 6.63 6.69 6.75 6.80 6.85 6.89 6.93 6.98 7.10 5.00 DISCHG 7.40 7.89 8.44 8.91 9.25 9.48 9.64 9.75 9.83 9.90 6.00 DISCHG 9.95 10.07 10.37 10.86 11.40 11.86 12.19 12.40 12.54 12.64 7.00 DISCHG 12.72 12.77 12.81 12.79 12.67 12.44 12.17 11. 94 11.79 11.70 8.00 DISCHG 11.64 11. 61 11.59 11.58 11. 57 11.55 11.47 11.33 11.18 11.06 9.00 DISCHG 10.97 10.92 10.88 10.87 10.86 10.85 10.85 10.84 10.83 10.81 10.00 DISCHG 10.79 10.77 10.75 10.75 10.75 10.74 10.75 10.75 10.74 10.69 11.00 DISCHG 10.54 10.25 9.94 9.67 9.49 9.37 9.30 9.26 9.23 9.21 12.00 DISCHG 9.19 9.09 8.76 8.22 7.61 7.10 6.74 6.52 6.38 6.28 13 .00 DISCHG 6.23 6.19 6.16 6.12 6.03 5.88 5.72 5.58 5.49 5.43 14.00 DISCHG 5.39 5.37 5.36 5.35 5.34 5.32 5.28 5.21 5.13 5.06 15.00 DISCHG 5.01 4.99 4.97 4.96 4.95 4.94 4.94 4.93 4.92 4.89 16.00 DISCHG 4.87 4.85 4.83 4.82 4.81 4.81 4.81 4.81 4.81 4.80 17.00 DISCHG 4.77 4.72 4.67 4.62 4.59 4.57 4.56 4.55 4.55 4.54 18.00 DISCHG 4.54 4.55 4.56 4.58 4.61 4.63 4.65 4.66 4.66 4.67 19.00 DISCHG 4.67 4.67 4.67 4.63 4.51 4.30 4.06 3.86 3.71 3.63 20.00 DISCHG 3.57 3.54 3.51 3.50 3.49 3.48 3.48 3.48 3.48 3.47 21. 00 DISCHG 3.47 3.47 3.47 3.47 3.47 3.47 3.47 3.45 3.36 3.22 22.00 DISCHG 3.06 2.93 2.84 2.78 2.74 2.72 2.70 2.69 2.68 2.68 23.00 DISCHG 2.70 2.72 2.74 2.77 2.78 2.79 2.80 2.80 2.80 2.80 24.00 DISCHG 2.80 2.71 2.43 1.92 1.37 .89 .57 .36 .23 .15 25.00 DISCHG .09 .06 .04 .02 .01 .01 .00 RUNOFF VOLUME ABOVE BASE FLOW 5.52 WATERSHED INCHES, 148.44 CFS-HRS, 12.27 ACRE-FEET; BASEFLOW .00 CFS CJ CJ EXECUTIVE CONTROL OPERATION ENDCMP COMPUTATIONS COMPLETED FOR PASS 13 + CJ CJ -== ~ CJ CJ c:: CJ ~ + + EXECUTIVE CONTROL OPERATION COMPUT FROM XSECTION 1 1 STARTING TIME = .00 ALTERNATE NO.= 1 TO STRUCTURE 10 RAIN DEPTH 1. 25 RAIN DURATION= 1. 00 RAIN TABLE NO. = 8 STORM NO.= 2 MAIN TIME INCREMENT = .10 HOURS TR20 XEQ 09-12-02 21:13 REV PC 09/83(.2) CJ CLARIAN NORTH - offsite pond cales with Clarian & Bonbar pr outlet 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS OPERATION RUNOFF CROSS SECTION 1 TIME(HRS) .00 1. 00 2.00 PEAK TIME(HRS) .89 PEAK DISCHARGE (CFS) 5.18 PEAK ELEVATION(FEET) (RUNOFF) FIRST HYDROGRAPH .00 4.97 .12 POINT .00 4.52 .07 .00 HOURS .00 3.80 .04 TIME INCREMENT .45 1.94 .01 .10 1. 50 1.24 .01 HOURS 3.00 .78 .00 DISCHG DISCHG DISCHG .06 2.85 .02 RUNOFF VOLUME ABOVE BASEFLOW .49 WATERSHED INCHES, 4.09 CFS-HRS, .34 ACRE-FEET; OPERATION RUNOFF CROSS SECTION 2 TIME (HRS) .00 1. 00 PEAK TIME(HRS) .33 PEAK DISCHARGE (CFS) 29.18 PEAK ELEVATION(FEET) (RUNOFF) FIRST HYDROGRAPH POINT DISCHG .00 5.23 DISCHG 6.31 .00 HOURS TIME INCREMENT = .10 HOURS 15.30 28.60 24.29 20.59 11.98 RUNOFF VOLUME ABOVE BASEFLOW 1.16 WATERSHED INCHES, 14.08 CFS-HRS, 1.16 ACRE-FEET; OPERATION RUNOFF TIME (HRS) .00 1. 00 CROSS SECTION 4 PEAK TIME (HRS) .60 PEAK DISCHARGE (CFS) 13.92 PEAK ELEVATION(FEET) (RUNOFF) FIRST HYDROGRAPH POINT DISCHG .00 .00 DISCHG 8.69 5.29 .00 HOURS .00 1.48 TIME INCREMENT = .10 HOURS .24 4.63 11.71 13.92 .38 .09 .02 RUNOFF VOLUME ABOVE BASEFLOW .33 WATERSHED INCHES, 8.02 CFS-HRS, .66 ACRE-FEET; OPERATION RUNOFF CROSS SECTION 6 CJ CJ CJ RECORD ID RECORD ID ANT. MOIST. COND= 2 DRAINAGE AREA = 4.33 5.04 .49 .31 BASEFLOW DRAINAGE AREA = 10.79 10.50 BASEFLOW DRAINAGE AREA = 12.05 11.24 BASEFLOW JOB 1 .01 SQ.M!. 5.18 .20 .00 CFS .02 SQ.M!. 7.80 .00 CFS .04 SQ.MI. 10.41 .00 CFS CJ PASS 14 PAGE 23 L--.-J .::=J t=J CJ CJ '--~J CJ CJ r=:J t::=J r=:J I ! :[_~ I t:::=J 'r=J r=J r::=J 't=] PEAK TIME(HRS) .81 PEAK DISCHARGE (CFS) 28.75 PEAK ELEVATION(FEET) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .04 SQ.MI. .00 DISCHG .00 .00 .20 1.63 5.94 13.35 21.40 27.00 28.73 27.56 1. 00 DISCHG 25.08 21.97 18.14 13 .66 9.46 6.16 3.92 2.52 1.62 1.04 2.00 DISCHG .65 .40 .24 .14 .08 .04 .02 .00 1 TR20 XEQ 09-12-02 21:13 REV PC 09/83(.2) CLARIAN NORTH - offsite pond cales with Clarian & Bonbar pr outlet 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS JOB 1 RUNOFF VOLUME ABOVE BASEFLOW .86 WATERSHED INCHES, 23.09 CFS-HRS, 1. 91 ACRE-FEET; BASEFLOW .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP RECORD ID + COMPUTATIONS COMPLETED FOR PASS 14 EXECUTIVE CONTROL OPERATION COMPUT RECORD ID + + FROM XSECTION 1 TO STRUCTURE 10 RAIN DEPTH 1.52 RAIN DURATION= 2.00 RAIN TABLE NO.= 8 STORM NO.= 2 MAIN TIME INCREMENT = .10 HOURS ANT. MOIST. COND= 2 STARTING TIME = .00 ALTERNATE NO.= 2 OPERATION RUNOFF CROSS SECTION 1 PEAK TIME (HRS) 1.22 PEAK DISCHARGE (CFS) 4.74 PEAK ELEVATION(FEET) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .01 SQ.MI. .00 DISCHG .00 .00 .00 .00 .01 .07 .36 .98 1.91 2.93 1. 00 DISCHG 3.85 4.47 4.73 4.60 4.30 3.98 3.73 3.53 3.34 3.11 2.00 DISCHG 2.86 2.54 2.12 1.59 1.08 .69 .43 .27 .17 .10 3.00 DISCHG .06 .04 .02 .01 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW .70 WATERSHED INCHES, 5.79 CFS-HRS, .48 ACRE-FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 2 PEAK TIME(HRS) .62 1.56 1. 75 PEAK DISCHARGE(CFS) 17.77 6.55 4.89 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) (RUNOFF) TIME (HRS) .00 1. 00 2.00 FIRST HYDROGRAPH .00 12.57 3.84 POINT 1.96 8.39 .00 HOURS 3.85 7.30 TIME INCREMENT = .10 HOURS 9.73 13.82 17.68 6.58 6.22 6.40 DRAINAGE AREA = 15.87 14.86 4.76 4.76 .02 SQ.MI. 14.72 3.66 DISCHG DISCHG DISCHG 8.96 6.76 t::::=J PASS 14 PAGE 24 l:::=:J t:=J ~ r::=J 'CJ CJ r:=J CJ a:::=J 't:=J a:=J CJEJ L ; r:::::J . r:=:J t=J t=J E:J RUNOFF VOLUME ABOVE BASEFLOW = 1.41 WATERSHED INCHES, 17.06 CFS-HRS, 1.41 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RUNOFF CROSS SECTION 4 PEAK TIME(HRS) 1.01 PEAK DISCHARGE (CFS) 12.20 PEAK ELEVATION(FEET) (RUNOFF) TIME (HRS) 1 FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA .04 SQ.M!. TR20 XEQ 09-12-02 21:13 CLARIAN NORTH - offsite pond cales with Clarian & Bonbar pr outlet JOB 1 PASS 15 REV PC 09/83(.2) 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS PAGE 25 .00 DISCHG .00 .00 .00 .00 .00 .09 1.93 5.71 8.72 10.96 1. 00 DISCHG 12.19 11.22 9.27 8.28 7.88 7.71 7.71 7.26 6.41 5.76 2.00 DISCHG 5.13 3.43 .98 .25 .06 .01 RUNOFF VOLUME ABOVE BASEFLOW .51 WATERSHED INCHES, 12.11 CFS-HRS, 1. 00 ACRE-FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 6 PEAK TIME (HRS) 1.13 PEAK DISCHARGE (CFS) 24.62 PEAK ELEVATION(FEET) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .04 SQ.M!. .00 DISCHG .00 .00 .01 .16 .91 2.69 5.94 10.53 15.54 19.86 1. 00 DISCHG 22.93 24.51 24.21 22.67 20.51 18.41 16.72 15.43 14 .29 13 .12 2.00 DISCHG 11.89 10.50 8.78 6.68 4.66 3.02 1.92 1.22 .77 .49 3.00 DISCHG .30 .19 .12 .07 .04 .02 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW 1.11 WATERSHED INCHES, 29.91 CFS-HRS, 2.47 ACRE-FEET; BASEFLOW .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP RECORD ID + COMPUTATIONS COMPLETED FOR PASS 15 EXECUTIVE CONTROL OPERATION COMPUT RECORD ID + + FROM XSECTION 1 TO STRUCTURE 10 RAIN DEPTH 1.68 RAIN DURATION= 3.00 RAIN TABLE NO. = 8 STORM NO.= 2 MAIN TIME INCREMENT = .10 HOURS ANT. MOIST. CONn= 2 STARTING TIME = .00 ALTERNATE NO.= 3 OPERATION RUNOFF CROSS SECTION 1 PEAK TIME (HRS) 1.62 PEAK DISCHARGE (CFS) 4.18 PEAK ELEVATION(FEET) (RUNOFF) TIME (HRS) .00 1. 00 FIRST HYDROGRAPH POINT .00 .00 1.38 2.08 .00 HOURS .00 2.75 TIME INCREMENT .00 3.72 .10 HOURS .00 .02 4.03 4.18 DRAINAGE AREA = .09 .33 4.12 3.87 .01 SQ.MI. .76 3.55 DISCHG DISCHG .00 3.29 r::=J E:J t=J L:J CJ t=J r::=; CJ CJ c=J CJ ~~ (=.1 2.00 DISCHG 3.26 3.02 2.85 2.73 2.64 2.57 3.00 DISCHG 1. 89 1. 72 1.46 1.12 .77 .49 4.00 DISCHG .05 .03 .02 .01 .01 .00 RUNOFF VOLUME ABOVE BASE FLOW .83 WATERSHED INCHES, 6.85 CFS-HRS, r==J CJ (LJ l J CJ CJ CJ E:J E:J 2.47 2.34 2.19 2.04 .30 .19 .12 .07 .57 ACRE-FEET; BASE FLOW .00 CFS OPERATION RUNOFF CROSS SECTION 2 1 TR20 XEQ 09-12-02 21:13 REV PC 09/83 (.2) CLARIAN NORTH - offsite pond cales with Clarian & Bonbar pr outlet 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS JOB 1 PASS 16 PAGE 26 PEAK TIME(HRS) .86 1.17 2.35 PEAK DISCHARGE (CFS) 13.22 10.99 4.87 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .02 SQ.MI. .00 DISCHG .00 .82 2.33 3.04 6.51 7.02 7.28 10.18 12.95 13 .09 1. 00 DISCHG 11.71 10.96 10.98 10.87 9.28 9.27 6.19 5.39 5.39 4.98 2.00 DISCHG 4.85 4.85 4.58 4.72 4.72 3.51 3.51 3.51 2.70 2.83 3.00 DISCHG 2.83 RUNOFF VOLUME ABOVE BASEFLOW 1.57 WATERSHED INCHES, 18.96 CFS-HRS, 1.57 ACRE-FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 4 PEAK TIME (HRS) 1.44 2.37 PEAK DISCHARGE (CFS) 10.20 6.11 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .04 SQ.MI. .00 DISCHG .00 .00 .00 .00 .00 .00 .00 .10 1.18 3.52 1. 00 DISCHG 5.75 7.30 8.39 9.36 10.14 10.03 9.04 7.57 6.77 6.38 2.00 DISCHG 6.17 6.11 6.03 5.96 6.10 5.69 4.98 4.80 4.43 3.93 3.00 DISCHG 3.90 2.65 .75 .19 .05 .01 RUNOFF VOLUME ABOVE BASEFLOW .61 WATERSHED INCHES, 14.73 CFS-HRS, 1.22 ACRE-FEET; BASE FLOW .00 CFS OPERATION RUNOFF CROSS SECTION 6 PEAK TIME(HRS) 1.52 PEAK DISCHARGE (CFS) 20.43 PEAK ELEVATION(FEET) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .04 SQ.MI. .00 DISCHG .00 .00 .00 .01 .16 .67 1. 78 3.53 5.86 8.82 1. 00 DISCHG 12.09 15.20 17.52 19.10 20.04 20.42 20.24 19.30 17.74 15.97 2.00 DISCHG 14 .36 13.06 12.08 11.38 10.85 10.42 9.94 9.36 8.74 8.09 3.00 DISCHG 7.47 6.79 5.81 4.50 3.17 2.06 1.29 .83 .53 .33 4.00 DISCHG .21 .13 .08 .05 .03 .01 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW 1.27 WATERSHED INCHES, 34.01 CFS-HRS, 2.81 ACRE-FEET; BASEFLOW .00 CFS r=:J. C1 r.-J CJ CJ t:=J t=J ~l t:=J CJ EJ Cl CJ t=J t:=J EXECUTIVE CONTROL OPERATION ENDCMP RECORD ID + COMPUTATIONS COMPLETED FOR PASS 16 1 TR20 XEQ 09-12-02 21:13 REV PC 09/83(.2) CLARIAN NORTH - off site pond cales with Clarian & Bonbar pr outlet 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS JOB 1 EXECUTIVE CONTROL OPERATION COMPUT RECORD ID + + FROM XSECTION 1 TO STRUCTURE 10 RAIN DEPTH 1.98 RAIN DURATION: 6.00 RAIN TABLE NO.: 8 STORM NO.: 2 MAIN TIME INCREMENT: .10 HOURS ANT. MOIST. COND: 2 STARTING TIME: .00 ALTERNATE NO.= 6 OPERATION RUNOFF CROSS SECTION 1 PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 2.88 2.97 (RUNOFF) 4.77 1. 55 (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = . 01 SQ. MI. 1. 00 DISCHG .01 .04 .11 .23 .39 .60 .86 1.15 1.48 1. 80 2.00 DISCHG 2.08 2.29 2.45 2.58 2.67 2.75 2.83 2.90 2.95 2.97 3.00 DISCHG 2.93 2.86 2.73 2.54 2.34 2.16 2.02 1.91 1.82 1. 75 4.00 DISCHG 1. 70 1.66 1.63 1.61 1.59 1.57 1.56 1.55 1.55 1.54 5.00 DISCHG 1.51 1.44 1.36 1.29 1.25 1.22 1.18 1.12 1.06 1.02 6.00 DISCHG .99 .95 .84 .65 .45 .28 .18 .11 .07 .04 7.00 OISCHG .03 .02 .01 .01 .00 RUNOFF VOLUME ABOVE BASE FLOW 1.08 WATERSHED INCHES, 8.92 CFS-HRS, .74 ACRE-FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 2 PEAK TIME (HRS) 2.95 1. 80 PEAK DISCHARGE (CFS) 5.71 7.77 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE p,REA = .02 SQ.MI. .00 DISCHG .00 .00 .79 1.31 1.58 1. 79 1.94 3.82 4.03 4.16 1. 00 DrSCHG 4.26 4.33 4.38 6.03 6.08 6.12 7.71 7.74 7.77 6.92 2.00 DISCHG 6.93 6.94 6.48 6.48 6.49 6.42 6.42 6.42 5.47 5.48 3.00 OISCHG 5.48 3.65 3.65 3.65 3.18 3.18 3.18 2.94 2.94 2.94 4.00 DISCHG 2.86 2.86 2.86 2.70 2.70 2.70 2.78 2.78 2.78 2.07 5.00 DISCHG 2.07 2.07 2.07 2.07 2.07 1.59 1.59 1. 59 1.67 1.67 6.00 DISCHG 1.67 RUNOFF VOLUME ABOVE BASEFLOW 1.86 WATERSHED INCHES, 22.53 CFS-HRS, 1. 86 ACRE-FEET; BASEFLOW .00 CFS CJ PASS 17 PAGE 27 CJ c:J r=:J CJ CJ c=J C--:J CJ CJ CJ t=J EJ t:=J CJ EJ t=J Cl r=J Cl OPERATION RUNOFF CROSS SECTION 4 PEAK TIME(HRS) 2.95 5.95 2.70 PEAK DISCHARGE (CFS) 6.69 2.58 7.07 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) (RUNOFF) 1 TR20 XEQ 09-12-02 21:13 CLARIAN NORTH - off site pond cales with Clarian & Bonbar pr outlet JOB 1 PASS 17 REV PC 09/83 (.2) 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS PAGE 28 TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .04 SQ.MI. 1. 00 DISCHG .00 .00 .03 .33 .93 1.58 2.44 3.49 4.35 4.89 2.00 DISCHG 5.18 5.60 5.88 6.05 6.32 6.59 6.82 7.07 6.95 6.61 3.00 DISCHG 6.62 5.99 4.98 4.72 4.50 4.23 4.18 4.10 3.97 3.96 4.00 DISCHG 3.95 3.92 3.94 3.89 3.81 3.80 3.85 3.93 3.97 3.66 5.00 DISCHG 3.18 3.04 3.02 3.02 3.03 2.81 2.48 2.39 2.41 2.46 6.00 DISCHG 2.49 1.68 .48 .12 .03 .00 RUNOFF VOLUME ABOVE BASE FLOW .83 WATERSHED INCHES, 19.97 CFS-HRS, 1. 65 ACRE-FEET; BASE FLOW .00 CFS OPERATION RUNOFF CROSS SECTION 6 PEAK TIME(HRS) 2.37 PEAK DISCHARGE (CFS) 13.22 PEAK ELEVATION(FEET) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .04 SQ.MI. .00 DISCHG .00 .00 .00 .00 .00 .01 .06 .23 .59 1.20 1. 00 DISCHG 1. 98 2.83 3.65 4.48 5.41 6.49 7.65 8.92 10.23 11.42 2.00 DISCHG 12.31 12.84 13 .12 13.21 13 .21 13 .19 13.16 13.15 13.11 12.94 3.00 DISCHG 12.62 12.16 11.48 10.60 9.70 8.88 8.21 7.71 7.30 6.97 4.00 DISCHG 6.73 6.53 6.39 6.28 6.17 6.07 5.98 5.93 5.91 5.87 5.00 DISCHG 5.72 5.46 5.17 4.92 4.74 4.60 4.42 4.20 3.98 3.81 6.00 DISCHG 3.70 3.54 3.14 2.49 1. 77 1.15 .72 .47 .30 .19 7.00 DISCHG .12 .07 .05 .03 .02 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW 1.55 WATERSHED INCHES, 41.76 CFS-HRS, 3.45 ACRE-FEET; BAS E FLOW .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP RECORD ID + COMPUTATIONS COMPLETED FOR PASS 17 EXECUTIVE CONTROL OPERATION COMPUT RECORD ID + + FROM XSECTION 1 TO STRUCTURE 10 RAIN DEPTH 2.40 RAIN DURATION= 12.00 RAIN TABLE NO.= 8 STORM NO.= 2 MAIN TIME INCREMENT = .10 HOURS STARTING TIME = .00 ALTERNATE NO.=12 ANT. MOIST. COND= 2 OPERATION RUNOFF CROSS SECTION 1 CJ r=J r:=J c-J CJ CJ CJ Cl PEAK TIME(HRS) 5.48 CJ CJ CJ CJ CJ L~ C=:J CJ CJ t=1 PEAK DISCHARGE (CFS) 2.02 PEAK ELEVATION(FEET) (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .01 SQ. MI. 1. 00 DISCHG .00 .00 .00 .00 .00 .00 .00 .01 .03 .06 2.00 DISCHG .11 .17 .22 .28 .34 .40 .48 .58 .69 .79 3.00 DISCHG .89 .98 1.09 1.23 1.37 1.50 1.61 1.69 1. 75 1. 78 1 EJ t:=J TR20 XEQ 09-12-02 21:13 CLARIAN NORTH - offsite pond cales with Clarian & Bonbar pr outlet JOB 1 PASS 18 REV PC 09/83 (.2) 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS PAGE 29 4.00 DISCHG 1.80 1.82 1. 84 1.87 1. 89 1.89 1. 90 1. 90 1.92 1.93 5.00 DISCHG 1.95 1.96 1. 98 2.00 2.01 2.02 2.00 1.96 1.91 1. 87 6.00 DISCHG 1. 85 1. 82 1.75 1.63 1.51 1.41 1.35 1.30 1.26 1.22 7.00 DISCHG 1.18 1.15 1.13 1.12 1.10 1.08 1. 06 1.05 1.04 1.04 8.00 DISCHG 1.03 1. 03 1. 02 1.02 1.02 1.01 1.01 1.00 .99 .98 9.00 DISCHG .97 .97 .98 .98 .99 .99 1. 00 .99 .96 .92 10.00 DISCHG .87 .82 .80 .78 .77 .76 .76 .76 .76 .75 11.00 DISCHG .73 .70 .66 .63 .61 .60 .60 .60 .61 .61 12.00 nISCHG .61 .59 .52 .41 .28 .18 .11 .07 .04 .03 13.00 DISCHG .02 .01 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW 1.44 WATERSHED INCHES, 11.95 CFS-HRS, .99 ACRE-FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 2 PEAK TIME(HRS) PEAK DISCHARGE (CFS) PEAK ELEVATION(FEET) 5.89 3.32 (RUNOFF) 3.60 4.73 (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .02 SQ.MI. .00 DISCHG .00 .00 .12 .43 .65 .82 .94 1.01 1.08 1.14 1. 00 DISCHG 1.19 1.23 1.26 2.37 2.44 2.49 2.54 2.57 2.60 2.62 2.00 DISCHG 2.64 2.66 2.67 2.68 2.70 3.69 3.70 3.71 3.72 3.73 3.00 DISCHG 3.74 4.70 4.71 4.71 4.72 4.73 4.73 4.21 4.21 4.22 4.00 DISCHG 4.22 4.22 4.22 3.94 3.94 3.94 3.94 3.94 3.94 3.90 5.00 DISCHG 3.90 3.90 3.90 3.90 3.90 3.32 3.32 3.32 3.32 3.32 6.00 DISCHG 3.32 2.22 2.22 2.22 2.22 2.22 2.22 1.93 1.93 1.93 7.00 DISCHG 1.93 1. 93 1. 93 1. 78 1. 78 1. 78 1. 78 1. 78 1. 78 1. 74 8.00 DISCHG 1. 74 1. 74 1. 74 1. 74 1. 74 1. 64 1.64 1.64 1.64 1.64 9.00 DISCHG 1.64 1.69 1.69 1. 69 1.69 1.69 1.69 1.25 1.25 1.25 10.00 DISCHG 1.25 1.25 1.25 1.25 1.25 1.25 1.26 1.25 1.25 .97 11.00 DISCHG .97 .97 .97 .97 .97 1.01 1.01 1.01 1.01 1. 01 12.00 nISCHG 1.01 RUNOFF VOLUME ABOVE BASEFLOW OPERATION RUNOFF CROSS SECTION 4 PEAK TIME(HRS) 5.96 11.95 5.40 2.28 WATERSHED INCHES, 27.60 CFS-HRS, 2.28 ACRE-FEET; BASEFLOW .00 CFS PEAK DISCHARGE (CFS) 4.56 1.68 4.98 PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) (RUNOFF) t:::=J t:=:J CJ t=J Cl CJ t::=:J CJ CJ t:=J CJ CJ Cl Cl .--~ CJ Cl c; TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .04 SQ. MI. 2.00 DISCHG .01 .07 .20 .34 .48 .71 1.02 1.27 1.49 1. 70 3.00 DISCHG 1. 90 2.27 2.77 3.10 3.36 3.60 3.82 3.87 3.83 3.91 4.00 DISCHG 4.04 4.17 4.29 4.32 4.28 4.33 4.42 4.50 4.59 4.65 1 TR20 XEQ 09-12-02 21:13 CLARIAN NORTH - off site pond cales with Clarian & Bonbar pr outlet JOB 1 PASS 18 REV PC 09/83 (.2) 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS PAGE 30 5.00 DISCHG 4.70 4.77 4.84 4.91 4.98 4.80 4.49 4.43 4.44 4.48 6.00 DISCHG 4.52 4.06 3.34 3.15 3.11 3.11 3.12 3.00 2.82 2.77 7.00 DISCHG 2.77 2.78 2.79 2.73 2.64 2.61 2.62 2.62 2.63 2.62 8.00 DISCHG 2.59 2.59 2.59 2.60 2.61 2.57 2.50 2.49 2.49 2.49 9.00 DISCHG 2.50 2.53 2.57 2.59 2.60 2.60 2.61 2.40 2.08 1.98 10.00 DISCHG 1.96 1. 96 1. 96 1.96 1.97 1.97 1.97 1.98 1.98 1.83 11.00 DISCHG 1.61 1.55 1. 53 1.53 1. 53 1.56 1.60 1.61 1.62 1.62 12.00 DISCHG 1.62 1. 09 .31 .08 .02 .00 RUNOFF VOLUME ABOVE BASEFLOW 1.16 WATERSHED INCHES, 27.84 CFS-HRS, 2.30 ACRE-FEET; BASEFLOW .00 CFS *** WARNING-MAIN TIME INCREMENT MAY BE TOO LARGE. COMPUTED PEAK ( 3.44) AT EXCEEDS MAX. ADJACENT HYDROGRAPH COORDINATE BY 6 %. + XSECTION 5 TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .07 SQ.MI. .00 DISCHG .00 .00 .12 .43 .65 .82 .94 1.01 1.08 1.14 1. 00 OISCHG 1.19 1.23 1.26 2.37 2.44 2.49 2.54 2.58 2.63 2.69 2.00 DISCHG 2.76 2.90 3.10 3.31 3.52 4.80 5.20 5.57 5.91 6.23 3.00 DISCHG 6.53 7.95 8.57 9.04 9.45 9.82 10.16 9.78 9.79 9.91 4.00 DISCHG 10.06 10.21 10.36 10.12 10.10 10.17 10.25 10.35 10.45 10.48 5.00 DISCHG 10.55 10.63 10.72 10.81 10.89 10.14 9.81 9.71 9.68 9.67 6.00 DISCHG 9.69 8.09 7.31 7.00 6.84 6.74 6.69 6.24 6.01 5.92 7.00 OISCHG 5.88 5.85 5.84 5.63 5.52 5.48 5.46 5.46 5.46 5.39 8.00 OISCHG 5.36 5.35 5.35 5.35 5.36 5.22 5.15 5.13 5.12 5.11 9.00 OISCHG 5.11 5.19 5.24 5.26 5.27 5.29 5.29 4.64 4.29 4.15 10.00 OISCHG 4.08 4.04 4.01 4.00 3.99 3.99 3.99 3.99 3.99 3.55 11.00 DISCHG 3.31 3.21 3.16 3.13 3.11 3.18 3.21 3.23 3.23 3.24 12.00 OISCHG 3.24 1. 68 .83 .49 .30 .18 .11 .07 .04 .03 13 .00 DISCHG .02 .01 .01 .00 OPERATION RUNOFF CROSS SECTION 6 PEAK TIME(HRS) PEAK DISCHARGE (CFS) PEAK ELEVATION(FEET) 5.36 8.17 (RUNOFF) 9.58 3.63 (RUNOFF) 11.95 2.19 (RUNOFF) 3.80 8.79 (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .04 SQ.MI. .00 DISCHG .00 .00 .00 .00 .00 .00 .00 .00 .01 .04 1. 00 DISCHG .11 .21 .34 .50 .74 1.07 1.46 1. 85 2.21 2.54 2.00 DISCHG 2.83 3.09 3.33 3.54 3.73 3.95 4.28 4.72 5.19 5.62 3.00 DISCHG 5.96 6.28 6.67 7.17 7.68 8.14 8.48 8.70 8.79 8.76 4.00 DISCHG 8.68 8.60 8.56 8.54 8.50 8.41 8.32 8.25 8.21 8.19 CJ a=l t::=J t:=J CJ LJ Cl EJ E~ CJ Cl CJ CJ Cl ~ CJ E:J CJ CJ CJ CJ CJ 5.00 OISCHG 8.18 8.17 8.17 8.17 8.17 8.15 8.03 7.83 7.60 7.41 6.00 OISCHG 7.27 7.12 6.83 6.38 5.90 5.49 5.21 5.02 4.85 4.67 7.00 OISCHG 4.50 4.37 4.28 4.22 4.15 4.07 4.00 3.94 3.90 3.87 8.00 OISCHG 3.85 3.82 3.80 3.78 3.76 3.75 3.72 3.68 3.64 3.61 1 TR20 XEQ 09-12-02 21:13 CLARIAN NORTH - off site pond cales with C1arian & Bonbar pr outlet REV PC 09/83 (.2) 02222of6.t20. 09/12/02. 2- 10- & 100- YEAR STORMS 9.00 OISCHG 3.58 3.57 3.57 3.59 3.60 3.62 3.63 3.61 3.52 10.00 DISCHG 3.17 3.01 2.90 2.84 2.79 2.77 2.75 2.74 2.73 11.00 DISCHG 2.64 2.53 2.40 2.29 2.22 2.18 2.16 2.16 2.17 12.00 DISCHG 2.18 2.12 1.89 1.50 1.07 .70 .44 .28 .18 13.00 DISCHG .07 .05 .03 .02 .01 .01 .00 RUNOFF VOLUME ABOVE BAS E FLOW 1.96 WATERSHED INCHES. 52.73 CFS-HRS, 4.36 ACRE-FEET; BASEFLOW JOB 1 3.35 2.71 2.18 .11 .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP RECORD ID + COMPUTATIONS COMPLETED FOR PASS 18 EXECUTIVE CONTROL OPERATION COMPUT RECORD ID + + FROM XSECTION 1 TO STRUCTURE 10 RAIN DEPTH 2.64 RAIN DURATION= 24.00 RAIN TABLE NO.= 8 STORM NO.= 2 MAIN TIME INCREMENT = .10 HOURS ANT. MOIST. COND= 2 STARTING TIME = .00 ALTERNATE NO.=24 OPERATION RUNOFF CROSS SECTION 1 *** WARNING-NO PEAK FOUND, MAXIMUM DISCHARGE .34 CFS. PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 23.90 .34 (RUNOFF) 10.80 1.17 (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .01 SQ.MI. 3.00 DISCHG .00 .01 .02 .03 .05 .07 .09 .11 .13 .15 4.00 DISCHG .17 .18 .20 .22 .24 .25 .27 .28 .30 .32 5.00 DISCHG .35 .39 .43 .47 .51 .54 .56 .59 .61 .63 6.00 DISCHG .65 .67 .71 .77 .82 .88 .92 .95 .98 1.01 7.00 DISCHG 1.03 1. 05 1.07 1.08 1.09 1.08 1.07 1.06 1.06 1.06 8.00 DISCHG 1.07 1. 08 1.09 1.09 1.10 1.11 1.11 1.10 1.10 1.09 9.00 DISCHG 1.09 1.09 1.10 1.10 1.11 1.11 1.12 1.12 1.13 1.13 10.00 DISCHG 1.13 1.14 1.14 1.14 1.15 1.15 1.16 1.16 1.17 1.16 11. 00 DISCHG 1.15 1.12 1. 09 1. 06 1.05 1. 04 1.03 1. 03 1.03 1.03 12.00 DISCHG 1. 03 1.02 .99 .92 .85 .80 .76 .74 .72 .72 13 .00 DrSCHG .71 .71 .71 .70 .69 .68 .66 .64 .63 .63 14.00 DrSCHG .62 .62 .62 .62 .62 .62 .61 .61 .60 .59 15.00 DrSCHG .59 .58 .58 .58 .58 .58 .58 .58 .58 .58 16.00 DrSCHG .57 .57 .57 .57 .57 .57 .57 .57 .57 .57 17.00 DrSCHG .57 .56 .55 .55 .55 .54 .54 .54 .54 .54 18.00 DrSCHG .54 .54 .55 .55 .55 .56 .56 .56 .56 .56 PASS 18 PAGE 31 CJ t::=J .-~ EJ CJ Cl '---1 CJ CJ CJ CJ EJ CJ CJ t=J CJ CJ r=J CJ 19.00 OISCHG .56 .56 .56 .56 .54 .52 .49 .46 .45 .44 20.00 OISCHG .43 .43 .42 .42 .42 .42 .42 .42 .42 .42 21. 00 OISCHG .42 .42 .42 .42 .42 .42 .42 .42 .41 .39 22.00 OISCHG .37 .35 .34 .34 .33 .33 .33 .33 .33 .33 23.00 OISCHG .33 .33 .34 .34 .34 .34 .34 .34 .34 .34 1 TR20 XEQ 09-12-02 21:13 CLARIAN NORTH - offsite pond cales with Clarian & Bonbar pr outlet JOB 1 PASS 19 REV PC 09/83(.2) 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS PAGE 32 24.00 OISCHG .34 .33 .29 .23 .16 .10 .06 .04 .02 .02 25.00 OISCHG .01 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW 1.65 WATERSHED INCHES, 13.72 CFS-HRS, 1. 13 ACRE - FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 2 *** WARNING-NO PEAK FOUND, MAXIMUM DISCHARGE .56 CFS. PEAK TIME(HRS) PEAK DISCHARGE (CFS) PEAK ELEVATION(FEET) 23.90 .56 (RUNOFF) 7.20 2.61 (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .10 HOURS DRAINAGE AREA = .02 SQ. MI. .00 DISCHG .00 .00 .00 .01 .12 .21 .29 .35 .41 .45 1. 00 DISCHG .49 .53 .56 .56 .59 .61 .62 .64 .65 .67 2.00 DrSCHG .68 .69 .70 .71 .71 1.32 1.34 1.35 1.37 1.38 3.00 DISCHG 1.40 1.41 1.42 1.42 1.43 1.44 1.45 1.45 1.46 1.46 4.00 DISCHG 1.47 1.47 1.47 1.48 1.48 1.48 1.49 1.49 1.49 2.04 5.00 OISCHG 2.04 2.04 2.05 2.05 2.05 2.05 2.06 2.06 2.06 2.06 6.00 DISCHG 2.06 2.59 2.59 2.59 2.60 2.60 2.60 2.60 2.60 2.60 7.00 DISCHG 2.61 2.61 2.61 2.32 2.32 2.32 2.32 2.32 2.32 2.32 8.00 DISCHG 2.32 2.32 2.32 2.32 2.33 2.17 2.17 2.17 2.17 2.17 9.00 DISCHG 2.17 2.17 2.17 2.17 2.17 2.17 2.17 2.14 2.14 2.14 10.00 DISCHG 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 1.83 11.00 DISCHG 1. 83 1. 83 1.83 1. 83 1.83 1.83 1.83 1. 83 1.83 1.83 12.00 DISCHG 1. 83 1.22 1.22 1.22 1.22 1.22 1.22 1.22 1.22 1.22 13.00 DISCHG 1. 22 1.22 1.22 1.06 1.06 1.06 1.06 1.06 1.06 1.06 14.00 DISCHG 1.06 1. 06 1.06 1.06 1.06 .98 .98 .98 .98 .98 15.00 DISCHG .98 .98 .98 .98 .98 .98 .98 .96 .96 .96 16.00 DISCHG .96 .96 .96 .96 .96 .96 .96 .96 .96 .90 17.00 DISCHG .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 18.00 DISCHG .90 .93 .93 .93 .93 .93 .93 .93 .93 .93 19.00 DISCHG .93 .93 .93 .69 .69 .69 .69 .69 .69 .69 20.00 DISCHG .69 .69 .69 .69 .69 .69 .69 .69 .69 .69 21. 00 DISCHG .69 .69 .69 .69 .69 .69 .69 .53 .53 .53 22.00 DISCHG .53 .53 .53 .53 .53 .53 .53 .53 .53 .56 23.00 DISCHG .56 .56 .56 .56 .56 .56 .56 .56 .56 .56 24.00 DISCHG .56 RUNOFF VOLUME ABOVE BASEFLOW 2.52 WATERSHEO INCHES, 30.49 CFS-HRS, 2.52 ACRE-FEET; BASEFLOW .00 CFS OPERATION RUNOFF CROSS SECTION 4 l:=:J CJ LJ CJ CJ r=J Cl Cl CJ Cl CJ CJ Cl .t=J .:=J *** WARNING-NO PEAK FOUND, MAXIMUM DISCHARGE .92 CFS. 1. r=J CJ TR20 XEQ 09-1.2-02 21.:1.3 CLARIAN NORTH - off site pond cales with Clarian & Bonbar pr outlet JOB 1. PASS 1.9 REV PC 09/83 (.2) 02222of6.t20, 09/1.2/02, 2- 1.0- & 1.00- YEAR STORMS PAGE 33 PEAK TIME(HRS) PEAK DISCHARGE (CFS) PEAK ELEVATION(FEET) 24.00 .92 (RUNOFF) 1.0.80 2.91. (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .1.0 HOURS DRAINAGE AREA = .04 SQ.MI. 3.00 OISCHG .00 .00 .00 .00 .00 .00 .00 .00 .03 .07 4.00 OISCHG .1.2 .1.6 .20 .25 .29 .33 .37 .41- .45 .55 5.00 OISCHG .69 .78 .85 .91- .97 1.. 03 1..09 1.. 1.4 1..20 1.. 25 6.00 OISCHG 1..30 1..47 1.. 70 1.. 82 1.. 91. 1.. 98 2.05 2.1.1. 2.1.7 2.24 7.00 OISCHG 2.29 2.35 2.41- 2.37 2.28 2.29 2.32 2.35 2.39 2.43 8.00 OISCHG 2.46 2.50 2.53 2.56 2.60 2.57 2.51. 2.51. 2.53 2.56 9.00 DISCHG 2.58 2.60 2.63 2.65 2.67 2.70 2.72 2.73 2.73 2.75 1.0.00 OISCHG 2.77 2.79 2.80 2.82 2.84 2.86 2.88 2.89 2.91- 2.79 H.OO OISCHG 2.59 2.54 2.53 2.54 2.55 2.56 2.57 2.58 2.59 2.61. 1.2.00 DISCHG 2.61. 2.34 1.. 92 1.. 80 1.. 77 1.. 77 1.. 77 1.. 78 1.. 78 1.. 78 1.3.00 OISCHG 1.. 79 1.. 79 1.. 80 1.. 72 1.. 61. 1.. 58 1..58 1.. 58 1..58 1.. 58 1.4.00 OISCHG 1.. 59 1..59 1..59 1.. 59 1.. 60 1.. 56 1.. 51. 1.. 49 1..49 1.. 49 1.5.00 DISCHG 1..49 1..49 1.. 50 1.. 50 1.. 50 1.. 50 1.. 50 1..49 1..48 1..47 1.6.00 DISCHG 1..47 1..47 1..48 1..48 1..48 1..48 1..48 1..49 1..49 1.. 46 1.7 . 00 DISCHG 1.. 42 1.. 41. 1..41. 1.. 41. 1.. 41. 1.. 42 1.. 42 1.. 42 1.. 42 1..42 1.8.00 DISCHG 1..42 1.. 44 1..46 1..47 1..47 1..47 1..48 1..48 1..48 1.. 48 1.9.00 DISCHG 1.. 48 1..48 1..48 1.. 36 1.. 1. 8 1..1.2 l..H 1..1.1. 1..1.1. l..H 20.00 DISCHG l..H 1.. 1.1. l..H l..H 1..1.1. l..H l..H 1..1.2 1..1.2 1..1.2 21..00 DISCHG 1..1.2 1..1.2 1..1.2 1..1.2 1..1.2 1.. 1.2 1..1.2 1.. 04 .91. .88 22.00 DISCHG .87 .87 .87 .87 .87 .87 .87 .87 .87 .88 23.00 DISCHG .90 .91- .91- .91. .91- .91. .92 .92 .92 .92 24.00 DISCHG .92 .62 .1.7 .04 .01. .00 RUNOFF VOLUME ABOVE BASE FLOW 1..36 WATERSHED INCHES, 32.54 CFS-HRS, 2.69 ACRE-FEET; BASE FLOW .00 CFS OPERATION RUNOFF CROSS SECTION 6 PEAK TIME(HRS) PEAK DISCHARGE (CFS) PEAK ELEVATION(FEET) 1.0.76 4.55 (RUNOFF) 23.87 1..21- (RUNOFF) 7.30 5.1.2 (RUNOFF) TIME (HRS) FIRST HYDROGRAPH POINT .00 HOURS TIME INCREMENT .1.0 HOURS DRAINAGE AREA = .04 SQ.MI. 1..00 DISCHG .00 .00 .00 .00 .01. .03 .06 .1.0 .1.5 .19 2.00 DrSCHG .24 .29 .34 .38 .43 .49 .58 .73 .89 1.. 05 3.00 DrSCHG 1..19 1..32 1.. 42 1.. 52 1.. 61 1.. 69 1.. 77 1.. 84 1.. 90 1.. 96 4.00 DISCHG 2.02 2.08 2.13 2.1.7 2.22 2.26 2.30 2.34 2.38 2.45 5.00 DISCHG 2.57 2.77 2.99 3.19 3.34 3.45 3.53 3.60 3.65 3.70 6.00 DISCHG 3.74 3.81 3.95 4.16 4.39 4.59 4.74 4.84 4.92 4.99 7.00 DISCHG 5.03 5.08 5.H 5.1.2 5.09 5.01 4.92 4.84 4.79 4.76 8.00 DISCHG 4.75 4.75 4.75 4.76 4.76 4.76 4.74 4.69 4.63 4.59 9.00 DISCHG 4.56 4.54 4.53 4.53 4.53 4.54 4.54 4.54 4.54 4.54 1 Cl l::::=J a=:=J CJ Cl CJ CJ Cl t=:=1 l. J C1 CJ CJ Cl CJ CJ CJ r:=J TR20 XEQ 09-12-02 21:13 CLARIAN NORTH - offsite pond cales with Clarian & Bonbar pr outlet JOB 1 PASS 19 REV PC 09/83(.2) 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS PAGE 34 10.00 OISCHG 4.53 4.53 4.53 4.53 4.53 4.54 4.54 4.54 4.55 4.53 11.00 OISCHG 4.47 4.35 4.22 4.10 4.03 3.98 3.95 3.94 3.93 3.92 12.00 OISCHG 3.91 3.88 3.74 3.51 3.25 3.03 2.88 2.78 2.72 2.69 13.00 OISCHG 2.66 2.65 2.64 2.62 2.58 2.52 2.45 2.39 2.35 2.33 14.00 DISCHG 2.31 2.30 2.30 2.29 2.29 2.28 2.27 2.24 2.20 2.17 15.00 OISCHG 2.15 2.14 2.13 2.13 2.13 2.12 2.12 2.12 2.11 2.10 16.00 OISCHG 2.09 2.08 2.08 2.07 2.07 2.07 2.07 2.07 2.07 2.07 17.00 OISCHG 2.05 2.03 2.01 1. 99 1. 98 1.97 1. 97 1. 96 1. 96 1. 96 18.00 OISCHG 1. 96 1. 96 1. 97 1. 98 1. 99 2.00 2.01 2.01 2.01 2.01 19.00 OISCHG 2.02 2.02 2.02 2.00 1. 95 1. 86 1. 75 1. 67 1. 60 1. 57 20.00 OISCHG 1. 54 1. 53 1. 52 1. 51 1. 51 1. 51 1.50 1. 50 1. 50 1. 50 21.00 DISCHG 1.50 1.50 1. 50 1.50 1.50 1. 50 1. 50 1.49 1. 46 1. 39 22.00 OISCHG 1.33 1.27 1. 23 1. 20 1.19 1.18 1.17 1.16 1.16 1.16 23.00 DISCHG 1.17 1.18 1.19 1. 20 1.20 1. 21 1. 21 1. 21 1. 21 1.21 24.00 OISCHG 1. 21 1.17 1.05 .83 .59 .39 .25 .16 .10 .06 25.00 DISCHG .04 .03 .02 .01 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW 2.20 WATERSHEO INCHES, 59.04 CFS-HRS, 4.88 ACRE-FEET; BASEFLOW .00 CFS EXECUTIVE CONTROL OPERATION ENDJOB RECORD In 1 TR20 XEQ 09-12-02 21:13 CLARIAN NORTH - off site pond cales with Clarian & Bonbar pr outlet JOB 1 SUMMARY REV PC 09/83(.2) 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS PAGE 35 SUMMARY TABLE 1 - SELECTED RESULTS OF STANDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER PERFORMED (A STAR(*) AFTER THE PEAK DISCHARGE TIME AND RATE (CFS) VALUES INDICATES A FLAT TOP HYDROGRAPH A QUESTION MARK(?) INDICATES A HYDROGRAPH WITH PEAK AS LAST POINT.) SECTION/ STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK DISCHARGE STRUCTURE CONTROL ORAINAGE TABLE MOIST TIME ------------------------- RUNOFF -------------------------------------- ID OPERATION AREA # COND INCREM BEGIN AMOUNT OURATION AMOUNT ELEVATION TIME RATE RATE \ (SQ MI) (HR) (HR) (IN) (HR) (IN) (FT) (HR) (CFS) (CSM) ALTERNATE 1 STORM 10 + XSECTION 1 RUNOFF .01 8 2 .10 .0 1. 96 1.00 1. 06 .83 11.13 865.9 XSECTION 2 RUNOFF .02 8 2 .10 .0 1. 96 1.00 1.88 .32 46.67 2489.1 XSECTION 3 ADDHYD .03 8 2 .10 .0 1.96 1.00 1. 56 .33 47.23 1494.6 XSECTION 4 RUNOFF .04 8 2 .10 .0 1. 96 1.00 .82 .56 34.48 928.4 XSECTION 5 ADDHYD .07 8 2 .10 .0 1. 96 1.00 1. 16 .50 70.10 1019.8 XSECTION 6 RUNOFF .04 8 2 .10 .0 1. 96 1.00 1. 53 .78 51.22 1229.8 XSECTION 7 ADDHYD .11 8 2 .10 .0 1.96 1.00 1.30 .72 103.89 941. 1 STRUCTURE 10 RESVOR .11 8 2 .10 .0 1.96 1. 00 2.25 810.45 1.35 24.48 221. 8 CJ t:=l r=J - ~ ~ - ---- -----~--~ CJ CJ a=J r::::=; t::=J CJ CJ Cl CJ CJ LJ t=J CJ t:=J ~ r:=J t::==J Cl r=J ALTERNATE 2 STORM 10 + XSECTION 1 RUNOFF .01 8 2 .10 .0 2.40 2.00 1.44 1.17 9.89 769.4 XSECTION 2 RUNOFF .02 8 2 .10 .0 2.40 2.00 2.29 .62 28.48 1519.1 XSECTION 3 ADDHYD .03 8 2 .10 .0 2.40 2.00 1.95 .90 30.69 971.2 XSECTION 4 RUNOFF .04 8 2 .10 .0 2.40 2.00 1.16 .97 27.95 752.5 XSECTION 5 ADDHYD .07 8 2 .10 .0 2.40 2.00 1.53 .93 57.81 841.1 XSECTION 6 RUNOFF .04 8 2 .10 .0 2.40 2.00 1.96 loll 43.27 1038.9 XSECTION 7 ADDHYD .11 8 2 .10 .0 2.40 2.00 1.69 .98 98.24 889.9 STRUCTURE 10 RESVOR .11 8 2 .10 .0 2.40 2.00 2.63 810.53 2.12 27.37 247.9 ALTERNATE 3 STORM 10 + XSECTION 1 RUNOFF .01 8 2 .10 .0 2.65 3.00 1.66 1.56 8.43 655.8 XSECTION 2 RUNOFF .02 8 2 .10 .0 2.65 3.00 2.54 .85 21.17 1128.9 XSECTION 3 ADDHYD .03 8 2 .10 .0 2.65 3.00 2.19 1.27 24.73 782.5 XSECTION 4 RUNOFF .04 8 2 .10 .0 2.65 3.00 1.37 1.40 22.31 600.6 XSECTION 5 ADDHYD .07 8 2 .10 .0 2.65 3.00 1.74 1.31 46.15 671. 3 XSECTION 6 RUNOFF .04 8 2 .10 .0 2.65 3.00 2.21 1.47 35.24 846.2 XSECTION 7 ADDHYD .11 8 2 .10 .0 2.65 3.00 1.92 1.35 80.62 730.4 STRUCTURE 10 RESVOR .11 8 2 .10 .0 2.65 3.00 2.85 810.52 2.97 27.12 245.6 ALTERNATE 6 STORM 10 + XSECTION 1 RUNOFF .01 8 2 .10 .0 3.12 6.00 2.09 2.80 5.64 438.8 XSECTION 2 RUNOFF .02 8 2 .10 .0 3.12 6.00 3.00 1. 75 12.52 667.8 XSECTION 3 ADDHYD .03 8 2 .10 .0 3.12 6.00 2.64 1.80 16.08 508.7 XSECTION 4 RUNOFF .04 8 2 .10 .0 3.12 6.00 1. 76 2.69 14.55 391. 8 XSECTION 5 ADDHYD .07 8 2 .10 .0 3.12 6.00 2.16 2.67 30.45 442.9 1 TR20 XEQ 09-12-02 21:13 CLARIAN NORTH - offsite pond cales with Clarian & Bonbar pr outlet JOB 1 SUMMARY REV PC 09/83(.2) 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS PAGE 36 SUMMARY TABLE 1 - SELECTED RESULTS OF STANDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER PERFORMED (A STAR(*) AFTER THE PEAK DISCHARGE TIME AND RATE (CFS) VALUES INDICATES A FLAT TOP HYDROGRAPH A QUESTION MARK(?) INDICATES A HYDROGRAPH WITH PEAK AS LAST POINT.) SECTION/ STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK DISCHARGE STRUCTURE CONTROL DRAINAGE TABLE MOIST TIME ------------------------- RUNOFF -------------------------------------- ID OPERATION AREA # COND INCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE (SQ MI) (HR) (HR) (IN) (HR) (IN) (FT) (HR) (CFS) (CSM) ALTERNATE 6 STORM 10 + XSECTION 6 RUNOFF .04 8 2 .10 .0 3.12 6.00 2.67 2.23 22.76 546.4 XSECTION 7 ADDHYD .11 8 2 .10 .0 3.12 6.00 2.35 2.66 52.48 475.4 STRUCTURE 10 RESVOR .11 8 2 .10 .0 3.12 6.00 3.27 810.44 4.41 24.16 218.9 ALTERNATE 12 STORM 10 + XSECTION 1 RUNOFF .01 8 2 .10 .0 3.60 12.00 2.54 5.44 3.43 267.2 CJ CJ t=J CJ Cl CJ t=J r=J CJ t:=J CJ t=J r:=J CJ CJ CJ c=J CJ r:=J XSECTION 2 RUNOFF .02 8 2 .10 .0 3.60 12.00 3.48 3.60 7.14 380.9 XSECTION 3 ADDHYD .03 8 2 .10 .0 3.60 12.00 3.10 3.60 10.31 326.2 XSECTION 4 RUNOFF .04 8 2 .10 .0 3.60 12.00 2.19 5.37 9.04 243.4 XSECTION 5 ADDHYD .07 8 2 .10 .0 3.60 12.00 2.61 3.60 18.54 269.8 XSECTION 6 RUNOFF .04 8 2 .10 .0 3.60 12.00 3.14 3.79 14.20 340.8 XSECTION 7 ADDHYD .11 8 2 .10 .0 3.60 12.00 2.81 3.60 32.38 293.3 STRUCTURE 10 RESVOR .11 8 2 .10 .0 3.60 12.00 3.66 810.33 6.42 20.23 183.3 ALTERNATE 24 STORM 10 + XSECTION 1 RUNOFF .01 8 2 .10 .0 4.08 24.00 2.99 7.30 2.09 162.8 XSECTION 2 RUNOFF .02 8 2 .10 .0 4.08 24.00 3.96 7.20 4.05 216.1 XSECTION 3 ADDHYD .03 8 2 .10 .0 4.08 24.00 3.57 7.20 6.13 194.0 XSECTION 4 RUNOFF .04 8 2 .10 .0 4.08 24.00 2.62 10.80 5.35 144.1 XSECTION 5 ADDHYD .07 8 2 .10 .0 4.08 24.00 3.05 7.20 11.30 164.4 XSECTION 6 RUNOFF .04 8 2 .10 .0 4.08 24.00 3.62 7.30 8.44 202.6 XSECTION 7 ADDHYD .11 8 2 .10 .0 4.08 24.00 3.27 7.17 19.77 179.1 STRUCTURE 10 RESVOR .11 8 2 .10 .0 4.08 24.00 3.83 810.18 12.04 14.83 134.3 ALTERNATE 1 STORM 99 + XSECTION 1 RUNOFF .01 8 2 .10 .0 2.88 1.00 1.87 .80 19.65 1529.6 XSECTION 2 RUNOFF .02 8 2 .10 .0 2.88 1.00 2.81 .32 69.15 3688.1 XSECTION 3 ADDHYD .03 8 2 .10 .0 2.88 1.00 2.45 .33 70.67 2236.3 XSECTION 4 RUNOFF .04 8 2 .10 .0 2.88 1.00 1.56 .53 67.78 1825.0 XSECTION 5 ADDHYD .07 8 2 .10 .0 2.88 1. 00 1.97 .50 123.57 1797.7 XSECTION 6 RUNOFF .04 8 2 .10 .0 2.88 1. 00 2.43 .77 80.94 1943.3 XSECTION 7 ADDHYD .11 8 2 .10 .0 2.88 1. 00 2.14 .62 172.98 1567.0 STRUCTURE 10 RESVOR .11 8 2 .10 .0 2.88 1. 00 3.07 810.79 1.36 36.41 329.9 ALTERNATE 2 STORM 99 + XSECTION 1 RUNOFF .01 8 2 .10 .0 3.50 2.00 2.45 1.14 16.84 1310.4 XSECTION 2 RUNOFF .02 8 2 .10 .0 3.50 2.00 3.39 .62 41.78 2228.5 XSECTION 3 ADDHYD .03 8 2 .10 .0 3.50 2.00 3.02 .90 47.77 1511.7 XSECTION 4 RUNOFF .04 8 2 .10 .0 3.50 2.00 2.10 .95 49.22 1325.3 XSECTION 5 ADDHYD .07 8 2 .10 .0 3.50 2.00 2.52 .92 96.75 1407.4 1 TR20 XEQ 09-12-02 21:13 CLARIAN NORTH - off site pond cales with Clarian & Bonbar pr outlet JOB 1 SUMMARY REV PC 09/83 (.2) 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS PAGE 37 SUMMARY TABLE 1 - SELECTED RESULTS OF STANDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER PERFORMED (A STAR(*) AFTER THE PEAK DISCHARGE TIME AND RATE (CFS) VALUES INDICATES A FLAT TOP HYDROGRAPH A QUESTION MARK(?) INDICATES A HYDROGRAPH WITH PEAK AS LAST POINT.) SECTION/ STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK DISCHARGE STRUCTURE CONTROL DRAINAGE TABLE MOIST TIME ------------------------- RUNOFF -------------------------------------- ID OPERATION AREA # CONn INCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE (SQ MI) (HR) (HR) (IN) (HR) (IN) (FT) (HR) (CFS) (CSM) r:=J CJ CJ r=J CJ CJ L=:J CJ CJ CJ t:::=] t=J -==:J CJ CJ r=:J CJ '--:=J r==J ALTERNATE 2 STORM 99 + XSECTION 6 RUNOFF .04 8 2 .10 .0 3.50 2.00 3.04 1.09 66.69 1601. 2 XSECTION 7 ADDHYD .11 8 2 .10 .0 3.50 2.00 2.72 .97 159.51 1445.0 STRUCTURE 10 RESVOR .11 8 2 .10 .0 3.50 2.00 3.6S 810.91 2.12 40.89 370.4 ALTERNATE 3 STORM 99 + XSECTION 1 RUNOFF .01 8 2 .10 .0 3.87 3.00 2.79 1.52 14.06 1094.4 XSECTION 2 RUNOFF .02 8 2 .10 .0 3.87 3.00 3.76 .85 31.10 1658.7 XSECTION 3 ADDHYD .03 B 2 .10 .0 3.87 3.00 3.38 1.27 38.45 1216.6 XSECTION 4 RUNOFF .04 8 2 .10 .0 3.87 3.00 2.43 1.37 38.73 1042.9 XSECTION 5 ADDHYD .07 8 2 .10 .0 3.87 3.00 2.86 1.29 76.31 1110.2 XSECTION 6 RUNOFF .04 8 2 .10 .0 3.87 3.00 3.41 1.43 53.89 1293.8 XSECTION 7 ADDHYD .11 B 2 .10 .0 3.87 3.00 3.07 1.32 129.33 1171.6 STRUCTURE 10 RESVOR .11 8 2 .10 .0 3.87 3.00 3.99 810.91 2.97 40.78 369.4 ALTERNATE 6 STORM 99 + XSECTION 1 RUNOFF .01 8 2 .10 .0 4.50 6.00 3.39 2.70 8.94 696 .0 XSECTION 2 RUNOFF .02 8 2 .10 .0 4.50 6.00 4.38 1. 75 18.13 966.9 XSECTION 3 ADDHYD .03 8 2 .10 .0 4.50 6.00 3.98 1. 80 24.67 780.8 XSECTION 4 RUNOFF .04 8 2 .10 .0 4.50 6.00 3.00 2.67 23.99 645.8 XSECTION 5 ADDHYD .07 8 2 .10 .0 4.50 6.00 3.45 2.66 47.84 695.9 XSECTION 6 RUNOFF .04 8 2 .10 .0 4.50 6.00 4.03 2.19 34.28 822.9 XSECTION 7 ADDHYD .11 8 2 .10 .0 4.50 6.00 3.67 2.12 81.81 741.1 STRUCTURE 10 RESVOR .11 8 2 .10 .0 4.50 6.00 4.56 810.78 4.39 36.15 327.4 ALTERNATE 12 STORM 99 + XSECTION 1 RUNOFF .01 8 2 .10 .0 5.16 12.00 4.03 3.80 5.52 429.7 XSECTION 2 RUNOFF .02 8 2 .10 .0 5.16 12.00 5.03 3.55 10.41 555.0 XSECTION 3 ADDHYD .03 8 2 .10 .0 5.16 12.00 4.63 3.60 15.57 492.7 XSECTION 4 RUNOFF .04 8 2 .10 .0 5.16 12.00 3.61 3.60 14.51 390.6 XSECTION 5 ADDHYD .07 8 2 .10 .0 5.16 12.00 4.08 3.58 30.10 437.9 XSECTION 6 RUNOFF .04 8 2 .10 .0 5.16 12.00 4.69 3.77 21.14 507.4 XSECTION 7 ADDHYD .11 8 2 .10 .0 5.16 12.00 4.31 3.61 50.80 460.2 STRUCTURE 10 RESVOR .11 8 2 .10 .0 5.16 12.00 5.13 810.62 6.39 30.49 276.2 ALTERNATE 24 STORM 99 + XSECTION 1 RUNOFF .01 8 2 .10 .0 6.00 24.00 4.84 7.30 3.47 270.1 XSECTION 2 RUNOFF .02 8 2 .10 .0 6.00 24.00 5.87 7.10 5.97 318.5 XSECTION 3 ADDHYD .03 8 2 .10 .0 6.00 24.00 5.46 7.20 9.43 298.5 XSECTION 4 RUNOFF .04 8 2 .10 .0 6.00 24.00 4.41 7.20 9.11 245.3 XSECTION 5 ADDHYD .07 8 2 .10 .0 6.00 24.00 4.89 7.16 18.62 270.9 1 TR20 XEQ 09-12-02 21:13 CLARIAN NORTH - offsite pond cales with C1arian & Bonbar pr outlet JOB 1 SUMMARY REV PC 09/83(.2) 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS PAGE 38 SUMMARY TABLE 1 - SELECTED RESULTS OF STANDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER PERFORMED r:=J CJ CJ CJ CJ r=J CJ CJ CJ r:=J r:=J CJ CJ CJ CJ CJ r:=J CJ CJ (A STAR (*) AFTER THE PEAK DISCHARGE TIME AND RATE (CFS) VALUES INDICATES A FLAT TOP HYDROGRAPH A QUESTION MARK(?) INDICATES A HYDROGRAPH WITH PEAK AS LAST POINT.) SECTION/ STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK DISCHARGE STRUCTURE CONTROL DRAINAGE TABLE MOIST TIME ------------------------- RUNOFF -------------------------------------- ID OPERATION AREA # COND INCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE (SQ MI) (HR) (HR) (IN) (HR) (IN) (FT) (HR) (CFS) (CSM) ALTERNATE 24 STORM 99 + XSECTION 6 RUNOFF .04 8 2 .10 .0 6.00 24.00 5.52 7.22 12.81 307.5 XSECTION 7 ADDHYD .11 8 2 .10 .0 6.00 24.00 5.13 7.16 31.42 284.6 STRUCTURE 10 RESVOR .11 8 2 .10 .0 6.00 24.00 5.58 810.42 11.97 23.34 211.4 ALTERNATE 1 STORM 2 + XSECTION 1 RUNOFF .01 8 2 .10 .0 1.25 1.00 .49 .89 5.18 403.0 XSECTION 2 RUNOFF .02 8 2 .10 .0 1.25 1.00 1.16 .33 29.18 1556.1 XSECTION 3 ADDHYD .03 8 2 .10 .0 1.25 1.00 .90 .33 29.31 927.4 XSECTION 4 RUNOFF .04 8 2 .10 .0 1.25 1.00 .33 .60 13.92 374.8 XSECTION 5 ADDHYD .07 8 2 .10 .0 1.25 1. 00 .60 .50 33.80 491. 7 XSECTION 6 RUNOFF .04 8 2 .10 .0 1.25 1. 00 .86 .81 28.75 690.2 XSECTION 7 ADDHYD .11 8 2 .10 .0 1.25 1. 00 .69 .77 55.74 504.9 STRUCTURE 10 RESVOR .11 8 2 .10 .0 1.25 1. 00 1.65 810.21 1.32 15.88 143.8 ALTERNATE 2 STORM 2 + XSECTION 1 RUNOFF .01 8 2 .10 .0 1.52 2.00 .70 1.22 4.74 368.6 XSECTION 2 RUNOFF .02 8 2 .10 .0 1.52 2.00 1.41 .62 17.77 947.9 XSECTION 3 ADDHYD .03 8 2 .10 .0 1.52 2.00 1.13 .63 18.25 577.4 XSECTION 4 RUNOFF .04 8 2 .10 .0 1. 52 2.00 .51 1.01 12.20 328.4 XSECTION 5 ADDHYD .07 8 2 .10 .0 1.52 2.00 .79 .95 29.01 422.0 XSECTION 6 RUNOFF .04 8 2 .10 .0 1. 52 2.00 1.11 1.13 24.62 591. 0 XSECTION 7 ADDHYD .11 8 2 .10 .0 1.52 2.00 .91 1.00 51. 54 466.9 STRUCTURE 10 RESVOR .11 8 2 .10 .0 1.52 2.00 1.87 810.24 2.10 17.09 154.9 ALTERNATE 3 STORM 2 + XSECTION 1 RUNOFF .01 8 2 .10 .0 1.68 3.00 .83 1.62 4.18 325.4 XSECTION 2 RUNOFF .02 8 2 .10 .0 1.68 3.00 1.57 .86 13.22 704.9 XSECTION 3 ADDHYD .03 8 2 .10 .0 1.68 3.00 1. 27 1.28 14.20 449.3 XSECTION 4 RUNOFF .04 8 2 .10 .0 1.68 3.00 .61 1.44 10.20 274.7 XSECTION 5 ADDHYD .07 8 2 .10 .0 1.68 3.00 .92 1.45 23.75 345.6 XSECTION 6 RUNOFF .04 8 2 .10 .0 1.68 3.00 1.27 1.52 20.43 490.5 XSECTION 7 ADDHYD .11 8 2 .10 .0 1.68 3.00 1.05 1.46 44.09 399.4 STRUCTURE 10 RESVOR .11 8 2 .10 .0 1.68 3.00 2.00 810.23 2.93 16.70 151.3 ALTERNATE 6 STORM 2 + XSECTION 1 RUNOFF .01 8 2 .10 .0 1. 98 6.00 1. 08 2.88 2.97 230.9 XSECTION 2 RUNOFF .02 8 2 .10 .0 1.98 6.00 1.86 1.80 7.77 414.3 XSECTION 3 ADDHYD .03 8 2 .10 .0 1. 98 6.00 1. 55 2.70 9.32 294.8 XSECTION 4 RUNOFF .04 8 2 .10 .0 1.98 6.00 .83 2.70 7.07 190.3 XSECTION 5 ADDHYD .07 8 2 .10 .0 1.98 6.00 1.16 2.67 16.43 239.0 1 t::=J. CJ CJ CJ CJ CJ r:=J CJ L:J CJ CJ CJ CJ CJ CJ LJ r:::=l TR20 XEQ 09-12-02 21:13 CLARIAN NORTH - offsite pond cales with Clarian & Bonbar pr outlet JOB 1 SUMMARY REV PC 09/83 (.2) 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS PAGE 39 SUMMARY TABLE 1 - SELECTED RESULTS OF STANDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER PERFORMED (A STAR(*) AFTER THE PEAK DISCHARGE TIME AND RATE (CFS) VALUES INDICATES A FLAT TOP HYDROGRAPH A QUESTION MARK(?) INDICATES A HYDROGRAPH WITH PEAK AS LAST POINT.) SECTION/ STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK DISCHARGE STRUCTURE CONTROL DRAINAGE TABLE MOIST TIME ------------------------- RUNOFF -------------------------------------- ID OPERATION AREA # COND INCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE (SQ MI) (HR) (HR) (IN) (HR) (IN) (FT) (HR) (CFS) (CSM) ALTERNATE 6 STORM 2 + XSECTION 6 RUNOFF .04 8 2 .10 .0 1.98 6.00 1.55 2.37 13.22 317.3 XSECTION 7 ADDHYD .11 8 2 .10 .0 1.98 6.00 1.31 2.67 29.59 268.0 STRUCTURE 10 RESVOR .11 8 2 .10 .0 1.98 6.00 2.24 810.17 4.27 14.59 132.1 ALTERNATE 12 STORM 2 + XSECTION 1 RUNOFF .01 8 2 .10 .0 2.40 12.00 1.44 5.48 2.02 157.2 XSECTION 2 RUNOFF .02 8 2 .10 .0 2.40 12.00 2.28 3.60 4.73 252.4 XSECTION 3 ADDHYD .03 8 2 .10 .0 2.40 12.00 1.94 3.60 6.34 200.6 XSECTION 4 RUNOFF .04 8 2 .10 .0 2.40 12.00 1.16 5.40 4.98 134.1 XSECTION 5 ADDHYD .07 8 2 .10 .0 2.40 12.00 1.52 5.36 10.96 159.4 XSECTION 6 RUNOFF .04 8 2 .10 .0 2.40 12.00 1.96 3.80 8.79 211.1 XSECTION 7 ADDHYD .11 8 2 .10 .0 2.40 12.00 1.69 5.36 19.13 173 .3 STRUCTURE 10 RESVOR .11 8 2 .10 .0 2.40 12.00 2.57 810.11 6.46 12.46 112.8 ALTERNATE 24 STORM 2 + XSECTION 1 RUNOFF .01 8 2 .10 .0 2.64 24.00 1.65 10.80 1.17 90.7 XSECTION 2 RUNOFF .02 8 2 .10 .0 2.64 24.00 2.52 7.20 2.61 139.0 XSECTION 3 ADDHYD .03 8 2 .10 .0 2.64 24.00 2.17 7.20 3.68 116.3 XSECTION 4 RUNOFF .04 8 2 .10 .0 2.64 24.00 1.36 10.80 2.91 78.4 XSECTION 5 ADDHYD .07 8 2 .10 .0 2.64 24.00 1.73 10.80 6.22 90.5 XSECTION 6 RUNOFF .04 8 2 .10 .0 2.64 24.00 2.20 7.30 5.12 123.0 XSECTION 7 ADDHYD .11 8 2 .10 .0 2.64 24.00 1.91 7.20 11.19 101.4 STRUCTURE 10 RESVOR .11 8 2 .10 .0 2.64 24.00 2.60 810.00 .00 8.50 77 .0 1 TR20 XEQ 09-12-02 21:13 REV PC 09/83(.2) CLARIAN NORTH - offsite pond cales with Clarian & Bonbar pr outlet 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS JOB 1 SUMMARY PAGE 40 SUMMARY TABLE 3 - DISCHARGE (CFS) AT XSECTIONS AND STRUCTURES FOR ALL STORMS AND ALTERNATES XSECTION/ DRAINAGE r=J CJ CJ CJ CJ CJ CJ CJ CJ r:=J CJ r:=J E::J CJ CJ r=l CJ E=:J ~ c=J t=J STRUCTURE AREA STORM NUMBERS.... ...... ID (SQ MI) 2 10 99 0 STRUCTURE 10 .11 Qf'F'::>\Tt:: POr-J D Wi + ft'2-C.\OOS. t:. )~ ALTERNATE 1 15.88 24.48 36.41 ALTERNATE 2 17.09 27.37 40.8~ I OU\Lt=. \" C oN'1 v2uL... wt l vZ- ALTERNATE 3 16.70 27.12 40.78 ALTERNATE 6 14.59 24.16 36.15 ll~tL\)O~ c..~~r--.l ~ ALTERNATE 12 12.46 20.23 30.49 gt{( t-\ ALTERNATE 24 8.50 14.83 23.34 P O,...Ji) \.?t~\ VYl f 1 ttZ- i)Z.'UZLUPVYl er-J 1 0 XSECTION 1 .01 + ALTERNATE 1 5.18 11.13 19.65 ALTERNATE 2 4.74 9.89 16.84 ALTERNATE 3 4.18 8.43 14.06 ALTERNATE 6 2.97 5.64 8.94 ALTERNATE 12 2.02 3.43 5.52 ALTERNATE 24 1.17 2.09 3.47 o XSECTION 2 .02 + ALTERNATE 1 29.18 46.67 69.15 ALTERNATE 2 17.77 28.48 41. 78 ALTERNATE 3 13.22 21.17 31.10 ALTERNATE 6 7.77 12.52 18.13 ALTERNATE 12 4.73 7.14 10.41 ALTERNATE 24 2.61 4.05 5.97 o XSECTION 3 .03 + ALTERNATE 1 29.31 47.23 70.67 ALTERNATE 2 18.25 30.69 47.77 ALTERNATE 3 14 .20 24.73 38.45 ALTERNATE 6 9.32 16.08 24.67 ALTERNATE 12 6.34 10.31 15.57 ALTERNATE 24. 3.68 6.13 9.43 o XSECTION 4 .04 + ALTERNATE 1 13.92 34.48 67.78 ALTERNATE 2 12.20 27.95 49.22 ALTERNATE 3 10.20 22.31 38.73 ALTERNATE 6 7.07 14.55 23.99 1 TR20 XEQ 09-12-02 21:13 REV PC 09/83(.2) CLARIAN NORTH - off site pond cales with Clarian & Bonbar pr outlet 02222of6.t20, 09/12/02, 2- 10- & 100- YEAR STORMS JOB 1 SUMMARY PAGE 41 SUMMARY TABLE 3 - DISCHARGE (CFS) AT XSECTIONS AND STRUCTURES FOR ALL STORMS AND ALTERNATES XSECTION/ STRUCTURE ID DRAINAGE AREA (SQ MI) STORM NUMBERS.......... 2 10 99 t:=J CJ CJ CJ r::::::J t:=J CJ t=J CJ CJ CJ CJ CJ CJ CJ CJ CJ E:.= CJ 0 XSECTION 4 .04 + ALTERNATE 12 4.98 9.04 14.51 ALTERNATE 24 2.91 5.35 9.11 o XSECTION 5 .07 + ALTERNATE 1 33.80 70.10 123.57 ALTERNATE 2 29.01 57.81 96.75 ALTERNATE 3 23.75 46.15 76.31 ALTERNATE 6 16.43 30.45 47.84 ALTERNATE 12 10.96 18.54 30.10 ALTERNATE 24 6.22 11.30 18.62 o XSECTION 6 .04 + ALTERNATE 1 28.75 51.22 80.94 ALTERNATE 2 24.62 43.27 66.69 ALTERNATE 3 20.43 35.24 53.89 ALTERNATE 6 13.22 22.76 34.28 ALTERNATE 12 8.79 14.20 21.14 ALTERNATE 24 5.12 8.44 12.81 0 XSECTION 7 .11 + ALTERNATE 1 55.74 103.89 172.98 ALTERNATE 2 51. 54 98.24 159.51 ALTERNATE 3 44.09 80.62 129.33 ALTERNATE 6 29.59 52.48 81.81 ALTERNATE 12 19.13 32.38 50.80 ALTERNATE 24 11.19 19.77 31.42 lEND OF 1 JOBS IN THIS RUN TABLE 1: STORM SEWER DESIGN TABLE STORM SEWER DESIGN TABLE - RATIONAL METHOD CLARIAN NORTH - OFFSITE PIPE JOB NO. IN20020222 9/7/2002 10-YEAR DISCHARGES MANNINGS n = 0.010 ,-t; .. ;;," ,~:,., "; ...I~'ild-~t.=~3 '.~~~ i .. . -, .~,. : " "~.Ji~",,.; .'~!}'JR?;~mIfcl.~ ;~~~~ll1fSilt '-'~'.,~<." u . 101 102 200 0.90 26.66 23.99 23.99 12.00 4.79 115.04 48 0.40 118.10 9.40 0.35 831.00 829.90 821.50 820.70', 5.08 4.78 101 102 102 103 400 0.90 0.00 0.00 23.99 12.35 4.73 113.53 48 0.40 118.10 9.40 0.71 829.90 826.60 819.70 818.10\ 5.78 4.08 102 103 103 104 400 0.90 0.00 0.00 23.99 13.06 4.61 110.64 48 0.35 110.47 8.79 0.76 826.60 823.00 817.10 815.70\ 5.08 2.88 103 104 104 105 400 0.90 0.00 0.00 23.99 13.82 4.49 107.72 48 0.35 110.47 8.79 0.76 823.00 823.50 814.70 813.30i 3.88 5.78 104 105 105 106 400 0.90 0.00 0.00 23.99 14.58 4.38 104.98 48 0.35 110.47 8.79 0.76 823.50 824.50 812.30 810.90 6.78 9.18 105 106 106 107 350 0.90 0.00 0.00 23.99 15.34 4.27 102.39 48 0.35 110.4 7 8.79 0.66 824.50 826.50 809.90 808.68 ' 10.18 13.41 106 107 107 offsite pond 90 0.90 0.00 0.00 23.99 13.82 4.49 107.72 48 5.47 436.74 34.75 0.04 826.50 n/a 808.68 803.751 13.41 n/a 107 offsite pond i [ I I ! ! . I , Hydraulic Gradeline computations ! offsite pond STARTINC FLOW flow/2 PIPE DIA AREA IVELOCm LENGTH FRICTION K MANHOLE TOTAL FINAL T.O.R. Dc ((Dc + d) /2) INV inv-2 (Dc+d)/2 +Inv spring rim-final MH# TO MH# ELEV. (inches) (tf) (fUsee) eft) LOSS MANHOLE LOSS LOSS ELEV. UPSTRM MH OUT 107 810.00 107.72 53.86 48 12.5664 4.29 90 0.127 0.156 :0.283 810.28 826.50 .' 3.1 3.55 808.68 806.67:5 810.225 810.675 16.22 107 106 810.28 102.39 51.19 48 12.5664 4.07 350 0.445 0.5 0.122 0.567 810.85 824:50 3.1 3.55 810.90 808!9 812.45 812.9 13.65 106 105 810.85 104.98 52.49 48 12.5664 4.18 400 0.534 0.5 0.128 ~ 0.662 811.51 823.50 3.1 3.55 813.30 811.3 814.85 815.3 11.99 105 104 811.51 107.72 53.86 48 12.5664 4.29 400 0.562 0.5 0.135 0.697 812.21 823.00 3.1 3.55 815.70 813.7 817.25 817.7 10.79 104 103 812.21 110;64 55.32 48 12.5664 4.40 400 0.593 0.5 0.142 0.736 812.95 826.60 3.1 3.55 818.10 816.1 819.65 820.1 13.65 103 102 812.95 113.53 56.76 48 12.5664 4.52 400 0.625 0.5 0.154 iO.779 813.72 829.90 3.1 3.55 820.70 818.7 822.25 822.7 16.18 102 101 813.72 115.04 57.52 48 12.5664 4.58 200 0.321 0.5 0.163 {) .483 814.21 831.00 3.1 3.55 i 0.5 STA 110 D:\2002\0222I1N2002.0222.offsite.SS.xls , 100-yr HGL STORM SEWER DESIGN TABLE - RATIONAL METHOD 917/2002 I CLARIAN NORTH - OFFSITE PIPE JOB NO. IN20020222 I I . I , \ MANNINGS n = 0.010 Intensity revised for 1 OO-year storm I 102 103 400 0.90 0.00 0.00 23.99 12.35 7.28 174.56 48 0.40 118.10 9.40 0.71 829.90 826.60 819.70 818.10 5.78 4.08 102 103 103 104 400 0.90 0.00 0.00 23.99 13.06 7.13 171.18 48 0.35 110.47 8.79 0.76 826.60 823.00 817.10 815.70 , 5.08 2.88 103 104 104 105 400 0.90 0.00 0.00 23.99 13.82 6.99 167.70 48 0.35 110.47 8.79 0.76 823.00 823.50 814.70 813.30 I 3.88 5.78 104 105 105 106 400 0.90 0.00 0.00 23.99 14.58 6.85 164.34 48 0.35 110.47 8.79 0.76 823.50 824.50 812.30 810.90 I 6.78 9.18 105 106 106 107 350 0.90 0.00 0.00 23.99 15.34 6.71 161.12 48 0.35 110.47 8.79 0.66 824.50 826.50 809.90 808.68 10.18 13.41 106 107 107 offsite oond 90 0.90 0.00 0.00 23.99 16.00 6.60 158.39 48 5.47 436.74 34.75 0.04 826.50 nla 808.68 803.75 13.41 n/a 107 offsite oond I : ! \ , I I I I I I I I , I I I I I --- I I I I I Hydraulic Gradeline computations I I offsite pond , i STARTING FLOW flow/2 PIPE DIA AREA VELOCm LENGTH FRICTION K MANHOLE TOTAL FINAL T.OR Dc . ((Dc + d) /2) INV inv-2 i (Dc+d)/2 +Inv spring rim-final MH# TO MH# ELEV. (inches) (~) 1ft/see) (ft) LOSS MANHOLE LOSS LOSS ELEV. UPSTRM MH OUT 107 810.00 158.39 79.19 48 12.5664 6.30 90 0.274 0.298 0.571 810.57 826.50 3.8 3.9 808.68 806.67$ 810.575 810.675 15.93 107 106 810.58 161.12 80.56 48 12.5664 6.41 350 1.101 0.5 0.306 1.407 811.98 824.50 3.8 3.9 810.90 808.9. 812.8 812.9 12.52 106 105 812.80 164.34 82.17 48 12.5664 6.54 400 1.309 0.5 0.318 1.627 814.43 823.50 3.8 3.9 813.30 811.3. 815.2 815.3 9.07 105 104 815.20 167.70 83.85 48 12.5664 6.67 400 1.363 0.5 0.331 1.694 816.89 823.00 3.8 3.9 815.70 813.7' 817.6 817.7 6.11 104 103 817.60 171.18 85.59 48 12.5664 6.81 400 1.420 0.5 0.346 1.766 819.37 826.60 3.8 3.9 818.10 816.1 820 820.1 7.23 103 102 820.00 174.56 87.28 48 12.5664 6.95 400 1.477 0.5 0.367 1.844 821.84 829.90 3.8 3.9 820.70 818.7 822.6 822.7 8.06 102 101 822.60 176.30 88.15 48 12.5664 7.01 200 0.753 0.5 0.382 1.135 823.74 831.00 3.8 3.9 0.5 I \ \ I i I I -.-'...---'- I I -- : I I I I I I I I I I I I I I I I I t I I I I I I I T I I I I I I I I I I I I I I I I I I I i Page 1 i I t o u u u '0 o u U D o U D U U U o o u o APPENDIX D ON-SITE STORM SEWER CALCULATIONS AND GRADING PLANS STORM SEWER DESIGN TABLE - RATIONAL METHOD 10yr CLARIAN NORTH - HAMILTON COUNTY, INDIANA JOB# IN20020222 MANNINGS n = 0.013 - 1 5 39 0.90 0.14 0.13 0.13 5.00 6.76 0.88 12 0.40 2.25 2.9 0.23 831.28 833.50 828.50 828.34 1.61 3.99 1 5 2 3 147 0.90 0.50 0.45 0.45 5.00 6.76 3.02 15 0.30 3.54 2.9 0.85 833.21 832.08 828.50 828.06 3.27 2.58 ,2 3 3 4 22 0.90 0.11 0.10 0.54 5.85 6.45 3.50 15 0.50 4.57 3.7 0.10 832.08 832.08 828.06 827.95 2.58 2.69 ,3 4 4 5 23 0.90 0.58 0.52 1.06 5.95 6.42 6.81 18 0.50 7.43 4.2 0.09 832.08 833.50 827.95 827.83 2.42 3.96 \4 5 5 8 86 0.00 0.00 0.00 1.19 6.04 6.39 7.60 18 0.55 7.79 4.4 0.33 833.50 831.08 827.83 827.36 3.96 2.01 5 8 6 7 4 0.95 0.86 0.82 0.82 5.00 6.76 5.53 18 0.30 5.75 3.3 0.02 831.08 831.08 827.40 827.39 1.97 1.98 6 7 7 8 22 0.90 0.21 0.19 1.01 5.02 6.75 6.82 18 0.50 7.43 4.2 0.09 831.08 831.08 827.39 827.28 1.98 2.09 7 8 8 9 173 0.95' 0.11 0.10 2.30 6.36 6.28 14.47 24 0.50 16.00 5.1 0.57 831.08 831.56 827.28 826.41 1.55 2.90 18 9 9 10 22 0.90 0.12 0.11 2.41 6.93 6.10 14.73 24 0.50 16.00 5.1 0.07 831.56 831.56 826.41 826.30 2.90 3.01 9 10 10 11 32 0.90 0.09 0.08 2.50 7.00 6.08 15.19 24 0.50 16.00 5.1 0.10 831.56 831.43 826.30 826.14 3.01 3.04 10 11 11 12 22 0.90 0.09 0.08 2.58 7.11 6.05 15.62 24 0.50 16.00 5.1 0.07 831.43 831.43 826.14 826.03 3.04 3.15 11 12 12 14 29 0.95 0.15 0.14 2.73 7.18 6.03 16.43 24 0.50 16.00 5.1 0.09 831.43 833.00 826.03 825.89 3.15 4.86 12 14 13 14 20 0.90 0.28 0.25 0.25 5.00 6.76 1.72 12 0.40 2.25 2.9 0.12 832.56 833.00 829.50 829.42 1.89 2.41 :13 14 14 146 74 0.00 0.00 0.00 2.98 7.27 6.00 17.88 30 0.25 20.51 4.2 0.30 833.00 833.00 825.89 825.70 4.32 4.51 14 146 14A 146 31 0.90 0.84 0.76 0.76 5.00 6.76 5.13 18 0.25 5.25 3.0 0.17 831.10 833.00 827.50 827.42 1.89 3.87 14A 146 148 16 165 0.00 0.00 0.00 3.74 7.57 5.92 22.12 30 0.30 22.47 4.6 0.60 833.00 833.00 825.70 825.21 4.51 5.00 146 16 15 16 21 0.90 0.27 0.24 0.24 5.00 6.76 1.62 12 0.35 2.11 2.7 0.13 832.56 833.00 829.50 829.43 1.89 2.41 15 16 16 17 29 0.00 0.00 0.00 3.98 8.17 5.75 22.89 30 0.35 24.27 4.9 0.10 833.00 831.74 825.21 825.11 5.00 3.84 16 17 17 18 22 0.90 0.17 0.15 4.13 8.27 5.73 23.64 30 0.35 24.27 4.9 0.07 831.74 831.74 825.11 825.03 3.84 3.92 17 18 18 19 32 0.90 0.09 0.08 4.21 8.34 5.71 24.04 30 0.40 25.94 5.3 0.10 831.74 831.72 825.03 824.90 3.92 4.03 18 19 19 20 22 0.90 0.09 0.08 4.30 8.44 5.68 24.40 30 0.40 25.94 5.3 0.07 831.72 831.72 824.90 824.81 4.03 4.11 19 20 20 23 134 0.90 0.15 0.13 4.43 8.51 5.66 25.08 30 0.40 25.94 5.3 0.42 831.72 831.20 824.81 824,28 4.11 4.13 20 23 21 22 4 0.95 0.84 0.80 0.80 5.00 6.76 5.39 18 0.30 5.75 3.3 0.02 831.20 831.20 826.45 826.44 3.04 3.05 21 22 22 23 22 0.90 0.19 0.17 0.97 5.02 6.75 6.54 18 0.40 6.64 3.8 0.10 831.20 831.20 826.44 826.35 3.05 3.14 22 23 23 26 111 0.95 0.12 0.12 5.52 8.94 5.56 30.65 36 0.25 33.35 4.7 0.39 831.20 832.00 824.28 824.00 3.59 4.67 23 26 24 25 22 0.90 0.22 0.20 0.20 5.00 6.76 1.32 12 0.35 2.11 2.7 i 0.14 830.00 830.00 827.00 826.92 1.83 1.91 24' 25 25 26 8 0.90 0.29 0.26 0.46 5.14 6.71 3.08 15 0.30 3.54 2.9 0.05 830.00 832.00 826.92 826.90 1.64 3.66 25 26 26 266 93 0.00 0.00 0.00 5.97 9.33 5.46 32.63 36 0.25 33.35 4.7 0.33 832.00 832.80 824.00 823.77 4.67 5.70 26 266 26A 266 23 0.90 2.34 2.11 2.11 5.00 6.76 14.26 24 0.40 14.31 4.6 0.08 831.91 832.80 828.00 827.91 1.66 2.64 26A 266 268 30 96 0.00 0.00 0.00 8.08 9.66 5.39 43.54 36 0.45 44.74 6.3 0.25 832.80 833.50 823.77 823.34 5.70 6.83 266 30 27 28 33 0.90 0.21 0.19 0.19 5.00 6.76 1.27 12 0.50 2.52 3.2 0.17 832.18 832.41 829.00 828.84 2.01 2.41 27 28 28 29 18 0.90 0.08 0.07 0.26 5.17 6.69 1.72 12 0.50 2.52 3.2 0.09 832.41 832.50 828.84 828.75 2.41 2.59 28 29 29 30 131 0.90 0.47 0.42 0.68 5.26 6.66 4.54 15 0.50 4.57 3.7 0.59 832.50 833.50 828.75 828.09- -2.32- -3.97- - -29 30 30 31 136 0.00 0.00 0.00 8.76 9.91 5.33 46.71 36 0.50 47.16 6.7 . 0.34 833.50 833.00 823.34 822.66 6.83 7.01 30 31 31 60 318 0.00 0.00 0.00 8.76 10.25 5.25 46.06 48 0.25 71.82 5.7 0.93 833.00 830.52 822.66 821.86 5.93 4.24 31 60 32 33 103 0.90 0.45 0.40 0.40 5.00 6.76 2.71 15 0.40 4.09 3.3 , 0.52 833.12 832.01 827.60 827.19 4.08 3.38 32 33 33 34 22 0.90 0.15 0.13 0.53 5.52 6.57 3.49 15 0.40 4.09 3.3 0.11 832.01 832.01 827.19 827.10 3.38 3.47 33 34 34 40 138 0.90 1.13 1.02 1.55 5.63 6.53 10.12 24 0.30 12.39 3.9 i 0.58 832.01 830.66 827.10 826.69 2.66 1.72 34 40 35 36 92 0.95 0.61 0.58 0.58 5.00 6.76 3.90 15 0.40 4.09 3.3 I 0.46 815.00 833.00 812.00 811.63 1.56 19.93 35 36 36 37 267 0.95 3.33 3.17 3.74 5.46 6.59 24.66 36 0.20 29.83 4.2 1.05 833.00 830.58 811.63 811.10 18.03 16.15 36 37 37 39 18 0.90 0.84 0.76 4.50 6.52 6.23 28.05 36 0.20 29.83 4.2 0.07 830.58 830.66 811.10 811.06 16.15 16.26 37 39 38 39 45 0.90 0.50 0.45 0.45 5.00 6.76 3.05 15 0.25 3.23 2.6 0.28 830.66 830.66 824.75 824.64 4.47 4.58 38 39 39 40 24 0.90 0.05 0.05 5.00 6.59 6.21 31.05 36 0.25 33.35 4.7 0.08 830.66 830.66 811.06 811.00 16.26 16.32 39 40 40 41 99 0.95 0.05 0.05 6.60 6.67 6.18 40.82 36 0.40 42.18 6.0 0.28 830.66 830.00 811.00 810.61 16.32 16.06 40 41 41 43 105 0.00 0.00 0.00 6.60 6.95 6.10 40.26 36 0.40 42.18 6.0 0.29 830.00 828.93 810.61 810.19 16.06 15.41 4.1 43 42 43 21 0.90 0.17 0.15 0.15 5.00 6.76 1.03 12 0.35 2.11 2.7 0.13 828.93 828.93 824.00 823.93 3.76 3.84 42 43 43 45 105 0.90 0.20 0.18 6.93 7.24 6.01 41.66 36 0.40 42.18 6.0 0.29 828.93 830.71 823.93 823.51 1.67 3.87 43 45 44 45 22 0.95 0.12 0.11 0.11 5.00 6.76 0.76 12 0.35 2.11 2.7 0.14 830.71 830.71 828.00 827.92 1.54 1.62 44 45 45 45A 10 0.90 0.13 0.12 7.16 7.53 5.93 42.43 36 0.45 44.74 6.3 0.03 830.71 831.40 823.51 823.46 3.87 4.61 45 45A 45A 456 231 0.00 0.00 0.00 7.16 7.56 5.92 42.37 36 0.45 44.74 6.3 0.61 831.40 831.80 823.46 822.42 4.61 6.04 45A 456 458 47A 73 0.00 0.00 0.00 7.16 8.17 5.75 41.18 36 0.40 42.18 6.0 0.20 831.80 831.85 822.42 822.13 6.04 . 6.39 456 47A 46 47 22 0.95 0.14 0.13 0.13 5.00 6.76 0.89 12 0.35 2.11 2.7 0.14 831.71 831.71 829.00 828.92 1.54 1.62 46 47 47 47A 10 0.90 0.06 0.06 0.19 5.14 6.71 .1.26 12 0.35 2.11 2.7 0.06 831.71 831.85 828.92 828.89 1.62 1.80 47 47A 47A 52A 89 0.00 0.00 0.00 7.35 8.37 5.70 41.87 36 0.40 42.18 6.0 0.25 831.85 831.30 822.13 821.77 . 6.39 6.19 47A 52A 48 50 67 0.90 0.30 0.27 0.27 5.00 6.76 1.81 12 0.35 2.11 2.7 0.42 833.18 832.34 829.00 828.77 3.01 2.41 48 50 49 50 59 0.90 0.40 0.36 0.36 5.00 6.76 2.42 12 0.50 2.52 3.2 0.31 831.47 832.34 826.00 825.71 4.30 5.47 49 50 50 51 115 0.90 0.24 0.22 0.84 5.42 6.60 5.57 18 0.50 7.43 4.2 0.46 832.34 830.96 825.71 825.13 4.93 4.12 50 51 51 52 22 0.90 0.29 0.26 1.10 5.87 6.44 7.12 24 0.40 14.31 4.6 0.08 830.96 830.96 825.13 825.04 3.58 3.67 51 52 52 52A 12 0.90 0.24 0.21 8.67 5.95 6.42 55.60 48 0.25 71.82 5.7 0.03 830.96 831.30 825.04 825.01 1.50 1.87 52 52A 52A 56 139 0.00 0.00 0.00 8.67 8.62 5.64 48.83 48 0.20 64.24 5.1 0.45 831.30 833.00 825.01 824.73 1.87 3.85 52A 56 53 54 22 0.90 0.26 0.24 0.24 5.00 6.76 1.60 12 0.35 2.11 2.7 0.14 831.52 831.52 827.50 827.42 2.85 2.93 53 54 54 55 59 0.90 0.21 0.19 0.43 5.14 6.71 2.87 12 0.55 2.64 3.4 0.29 831.52 830.92 827.42 827.10 2.93 2.65 54 55 55 56 160 0.90 0.48 0.43 0.86 5.43 6.60 5.67 18 0.30 5.75 3.3 0.82 830.92 833.00 827.10 826.62 2.11 4.67 55 56 56 59 189 0.00 0.00 0.00 9.52 9.07 5.52 52.60 48 0.20 64.24 5.1 0.62 833.00 831.38 824.73 824.36 3.85 2.61 56 59 57 58 55 0.90 0.33 0.30 0.30 5.00 6.76 2.01 12 0.35 2.11 2.7 0.34 830.50 831.38 825.75 825.56 3.58 4.66 57 58 58 59 22 0.90 0.06 0.05 0.35 5.34 6.63 2.33 12 0.45 2.39 3.0 0.12 831.38 831:38 825.56 825.46 4.66 4.75 58 59 59 59A 12 0.90 0.09 0.08 9.95 9.69 5.38 53.53 48 0.30 78.68 6.3 0.03 831.38 831.50 824.36 824.32 2.61 2.76 59 59A 59A 101 100 0.00 0.00 0.00 9.95 9.72 5.37 53.46 48 0.30 78.68 6.3 0.27 831.50 n/a 824.32 824.02 2.76 n/a 59A 101 60 61 22 0.90 0.15 0.13 8.90 11.18 5.06 45.05 48 0.20 64.24 5.1 0.07 830.52 830.52 821.86 821.82 4.24 4.29 60 61 61 101 12 0.90 0.18 0.16 19.01 11.25 5.05 95.98 48 0.50 101.57 8.1 0.02 830.52 n/a 821.82 821.76 4.29 n/a 61: 101 STORM SEWER DESIGN TABLE. RATIONAL METHOD 10yr CLARIAN NORTH, CARMEL, IN JOB# IN20020222 Structure Structure Casting Pipe Elevations . Grade Connect to I Remarks Type Type LenQth Size Type TOR Upstream Downstream (%) Structure 1 Tvpe A Inlet R-3286-V 39 12 RCP 831.28 828.50 828.34 0.40 5 - 2 Manhole Tvoe C R-3277 147 15 RCP 833.21 828.50 828.06 0.30 3 - 3 Tvpe M Inlet R-R-3287-10\l 22 15 RCP 832.08 828.06 827.95 0.50 4 - 4 Tvpe M Inlet R-3287-10V 23 18 RCP 832.08 827.95 827.83 0.50 5 - 5 Manhole Tvoe C R-1772-C 86 18 RCP 833.50 827.83 827.36 0.55 8 - 6 Tvpe J Inlet R-3233-A 4 18 RCP 831.08 827.40 827.39 0.30 7 . 7 Tvpe M Inlet R-3287-10V 22 18 RCP 831.08 827.39 827.28 0.50 8 - 8 Tvpe M Intet R-3287-10V 173 24 RCP 831.08 827.28 826.41 0.50 9 - 9 Manhole Type H R-3277 22 24 RCP 831.56 826.41 826.30 0.50 10 - 10 Manhole Tvpe H R-3277 32 24 RCP 831.56 826.30 826.14 0.50 11 - 11 Manhole Tyoe H R-3277 22 24 RCP 831.43 826.14 826.03 0.50 12 - 12 Manhole Type H R-3277 29 24 RCP 831.43 826.03 825.89 0.50 14 - 13 Tvpe A Inlet R.3286.V 20 12 RCP 832.56 829.50 829.42 0.40 14 - 14 Manhole Tyoe H R-1772-C 74 30 RCP 833.00 825.89 825.70 0.25 148 - 14A 31 18 RCP 831.10 827.50 827.42 0.25 148 relocate existinQ inlet 146 Manhole Type H R-1772-C 165 30 RCP 833.00 825.70 825.21 . 0.30 16 . 15 Tvpe A Inlet R-3286-V 21 12 RCP 832.56 829.50 829.43 0.35 16 . 16 Manhole Tyoe H R-1772-C 29 30 RCP 833.00 825.21 825.11 0.35 17 . 17 ManholeTvpe H R-3277 22 30 RCP 831.74 825.11 825.03 0.35 18 . 18 Manhole Tvpe H R-3277 32 30 RCP 831.74 825.03 824.90 0.40 19 - 19 Manhole Type H R-3277 22 30 RCP 831.72 824.90 824.81 0.40 20 - 20 Manhole Tyoe H R-3277 134 30 RCP 831.72 824.81 824.28 0.40 23 - 21 Type J Inlet R-3233-A 4 18 RCP 831.20 826.45 826.44 0.30 22 - 22 Type M Inlet R-3287-10V 22 18 RCP 831.20 826.44 826.35 . 0.40 23 - 23 Manhole Type H R-3277 111 36 RCP 831.20 824.28 824.00 0.25 26 - 24 Type A Inlet R-3286-V 22 12 RCP 830.00 827.00 826.92 0.35 25 - 25 Type M Inlet R-3287-10V 8 15 RCP 830.00 826.92 826.90 0.30 26 - - 26 Manhole Tvpe H R-1772-C 93 36 RCP 832.00 824.00 823.77 0.25 268 . - 26A Pipe 23 24 RCP 831.91 828.00 827.91 0.40 268 use existina inlet 26B Manhole Tvoe H R-1772-C 96 36 RCP 832.80 823.77 823.34 0.45 30 , - 27 Tvpe A Inlet R.3286-V 33 12 RCP 832.18 829.00 828.84 0.50 28 - 28 Type M Inlet R-3287-10V 18 12 RCP 832.41 828.84 828.75 0.50 29 - 29 Tvpe M Inlet R-4342 131 15 RCP 832.50 828.75 828.09 0.50 30 - 30 Manhole Tvpe H R-1772-C 136 36 RCP 833.50 823.34 822.66 0.50 31 - 31 Manhole Type K R-1772-C 318 48 RCP 833.00 822.66 821.86 0.25 60 - 32 Type A Inlet R-3286-V 103 15 RCP 833.12 827.60 827.19 0.40 33 - 33 Type M Inlet R-3287-10V 22 15 RCP 832.01 827.19 827.10 0.40 34 - 34 Tvoe B Inlet R-3287-15 138 24 RCP 832.01 827.10 826.69 0.30 40 , - 35 Manhole Type H R-1772-C 92 15 RCP 815.00 812.00 811.63 0.40 36 oump reauired, trench drain 36 Manhole Tvpe H R-4342 267 36 RCP 833.00 811.63 811.10 0.20 37 : - 37 Manhole Type K R-3277 18 36 RCP 830.58 811.10 811.06 0.20 39 - 38 Manhole Tvpe C R-3277 45 15 RCP 830.66 824.75 824.64 0.25 39 - 39 Manhole Tyoe K R-3277 24 36 RCP 830.66 811.06 811.00 0.25 40 - 40 Manhole Tvpe K R-3277 99 36 RCP 830.66 811.00 810.61 0.40 41 - 41 Manhole Type K R-1772-C 105 36 RCP 830.00 810.61 810.19 0.40 43 - 42 Manhole Type C R-3277 21 12 RCP 828.93 824.00 823.93 0.35 43 - 43 Manhole Tvpe H R-3277 105 36 RCP 828.93 823.93 823.51 0.40 45 - 44 Type A Inlet R-3286-V 22 12 RCP 830.71 828.00 827.92 0.35 45 - 45 Manhole Type H R-3277 10 36 RCP 830.71 823.51 823.46 0.45 45A - 45A Manhole TYpe H R-1772-C 231 36 RCP 831.40 823.46 822.42 0.45 45B - 458 Manhole Type H R-1772-C 73 36 RCP 831.80 822.42 822.13 0.40 47A - 46 Type A Inlet R-3286-V 22 12 RCP 831.71 829.00 828.92 0.35 47 . 47 Manhole Tyoe H . R-3277 10 12 RCP 831.71 828.92 828.89 0.35 47A - 48 Type A Inlet R-3286-V 67 12 RCP 833.18 829.00 828.77 0.35 50 - 49 Tvpe A Inlet R-3286-V 59 12 RCP 831.47 826.00 825.71 0.50 50 - 50 Manhole Type C R-3277 115 18 RCP 832.34 825.71 825.13 0.50 51 - 51 Tvpe M Inlet R-3287-10V 22 24 RCP' 830.96 825.13 825.04 0.40 52 - 52 Manhole Tvpe K R-3277 12 48 RCP 830.96 825.04 825.01 0.25 52A - 52A Manhole TypeH R-1772-C 139 48 RCP 831.30 825.01 824.73 0.20 56 , - 53 Type A Inlet R-3286-V 22 12 RCP 831.52 827.50 827.42 0.35 54 - 54 Tvpe M Inlet R-3287-10V 59 12 RCP 831.52 827.42 827.10 0.55 55 - 55 Type M Inlet R-3287-10V 160 18 RCP 830.92 827.10 826.62 0.30 56 - 56 Manhole Type K R-1772-C 189 48 RCP 833.00 824.73 824.36 0.20 59 - 57 Manhole Tvpe C R-4342 55 12 RCP 830.50 825.75 825.56 0.35 58 - 58 Manhole Tyoe C R-3277 22 12 RCP 831.38 825.56 825.46 0.45 59 - 59 Manhole Tyoe K R-1772-C 12 48 RCP 831.38 824.36 824.32 0.30 59A - 59A Manhole Type H R-1772-C 100 48 RCP 831.50 824.32 824.02 0.30 101 - 60 Manhole Tvpe H R.3277 22 48 RCP 830.52 821.86 821.82 0.20 61 - 61 Manhole Type H R-1772-C 12 48 RCP 830.52 821.82 821.76 0.50 101 -